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HomeMy WebLinkAboutBATCH - Supplemental - 0403 Queen City Park RoadCHAMPLAIN WATER DISTRICT Jii Adilo o=J Dedicated to Quality Water & Service liT •`� First In The Nation - Excellence In Water Treatment, Partnership For Safe Water Date: April 13, 2017 To: Ray Belair, City of South Burlington From: Joe Duncan, PE, Champlain Water District % RE: Application for Site Plan Review FINAL Submittal CWD Filtered Water Storage Tank and Wet Well Expansion In response to the Findings of Fact and Decision rendered by the DRB concerning application #SP-17-12, we are submitting three full-size prints of the updated landscaping plans (L-100, L-200, and Landscape Planting Schedule) to address Item #2 of the Decision. In addition, via email we will be submitting a PDF of our FINAL submittal containing all of the documents for this application. The PDF will include the following documents: • Project Narrative dated February 17, 2017 • Completed Application for Site Plan Review • Completed Conditional Use/Variance/Miscellaneous Application for the DRB • Withdrawal of Conditional Use Application #CU-17-02 • Existing and Proposed Building Heights Sketch • List of Abutting Property Owners • Landscape Planting Schedule • Figure 1- Project Location Official City Map (8 %" x 11") • Figure 2 - Project Location on Zoning Map (8 %" x 11") • Figure 3 - Project Location on Overlay Districts Map (8 %" x 11") • Figure 4 - Overall Site Plan • GI -General Notes, Legend, and Abbreviations • G2 - Layout Plan and Boring Locations • G3 - Erosion Control and Sedimentation Prevention Details • D1-Site Demolition Plan • C1-Site Grading and Surface Plan • L-100 - Landscape Plan • L-200 - Landscape Details • S1- Precast Prestressed Concrete Water Storage Tank Standard Details We will begin coordinating the required landscaping bond and will plan to have that to you shortly. Upon your review, please don't hesitate to contact us with any questions. 4 0 3 Q u e e n C i t y P a r k R o a d - S o u t h B u r I i n g t o n V T 0 5 4 0 3 T e I e p h o n e( 8 0 2) 8 6 4- 7 4 5 4 - F a x: ( 8 0 2) 8 6 4- 0 4 3 5 w w w. c h a m p I a i n w a t e r. o r g CWD - FILTERED WATER TANK AND WET WELL PLANTING SCHEDULE Tress Qt . Code Scientific Name Common Name Size Sec Remarks wholesale installed 1 CO CELTIS occidentalis Common Hackberry 2.5" cal. B&B $ 230.00 $ 575.00 6 MBW MALUS'Bob White' Bob White Crabapple 2" cal. B&B $ 175.00 $ 2,625.00 8 MSS MALUS'Spring Snow' Spring Snow Crabapple 2" cal. B&B $ 175.00 $ 3,500.00 5 AB ABIES balsamea Balsam Fir 10' Ht. B&B $ 225.00 $ 2,812.50 16 TPGG THUJA plicata'Green Giant' Green Giant Westem Arborvitae 10' Ht. B&B 12' O.C. $ 250.00 $ 10,000.00 sub -total $ 19,512.50 Boulders Qt . Size Spec Remarks wholesale installed 13 Boulder 2.5'x2.5'x3' nom. Sourced from Whitcomb Quarry $ 200.00 $ 6,500.00 Total Landscape Plantings: $ 19,512.50 CWD - FILTERED WATER TANK AND WET WELL PLANTING SCHEDULE Trees Qty. Code Scientific Name Common Name Size Sec Remarks wholesale installed 1 CO CELTIS occidentalis Common Hackberry 2.5" cal. B&B $ 230.00 $ 575.00 6 MBW MALUS'Bob White Bob White Crabapple 2" cal. B&B $ 175.00 $ 2.625.00 8 MSS MALUS'Sprin Snow' Spring Snow Crabapple 2" cal. B&B $ 175.00 $ 3,500.00 5 AB ABIES balsamea Balsam Fir 19 Ht. B&B $ 225.00 $ 2,812.50 16 TPGG THUJA licata'Green Giant' Green Giant Western Arborvitae 10' Ht. B&B 12' O.C. $ 250.00 $ 10,000.00 sub -total $ 19,512.50 1 13 1 Moulder I I 2.5'x2.5'x3' nom. I I Sourced from Whitcomb Quarry 1 $ 200.00 1 $ 6.500.00 1 Total Landscape Plantings: $ 19,512.50 CWD - FILTERED WATER TANK AND WET WELL PLANTING SCHEDULE Trwae City. Code Scientific Name Common Name Size Sec Remarks wholesale installed 1 CO CELTIS occidentalis Common Hackbe 2.5" cal. B&B $ 230.00 $ 575.00 6 MBW MALUS'Bob While' Bob White Crabapple 2" cal. B&B $ 175.00 $ 2,625.00 8 MSS MALUS'S rin Snow' Spring Snow Crabapple 2" cal. B&B $ 175.00 $ 3,500.00 5 AB ABIES balsamea Balsam Fir 10' Ht. B&B $ 225.00 $ 2.812.50 16 TPGG THUJA licata'Green Giant' Green Giant Western Arborvitae 1U Ht. B&B 12 O.C. $ 250.00 $ 10,000.00 sub -total $ 19.512.50 Boulders Q Size Sec Remarks wholesale installed 13 1 lBoulder I I 2.5x2.5'x3' nom. Sourced from Whitcomb Quarry 200.00 S 6,500.00 Total Landscape Plantings; $ 19,512.50 I March 23, 2017 Re: #SP-17-12 — 403 Queen City Park Road Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely,, 7016 3010 0001 1194 1696 R` m _��❑❑❑❑off`" �—�- � . w c m A. Z' � ale �m D��.W � • 01 aa, 9 s o 8. m $ � m z z(D ❑❑ ❑ ODD �oTOKMam ; C C S3 9 m N 4 HR 3 v0m• �. # 7016 3010 0001 1194 1696 5403 tel 802.846.4106 fax 802.846.4101 url.com } southburlingt®n PLANNING & ZONING Permit Number SP-- (office use o y) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative ® Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Champlain Water District, 403 Queen City Park Road, South Burlington VT 05043 Phone: 802.864.7454 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 104, Pages 371-375 and Book 1344, Pages 185-187 3. APPLICANT (Name, mailing address, phone and fax ft Champlain Water District 403 Queen City Park Road, South Burlington. VT 05403 Phone: 802.864.7454 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Joe Duncan, PE, Champlain Water District 403 Queen City Park Road, South Burlington, VT 05403: Phone: 802.864.7454 xl 26 4a. CONTACT EMAIL ADDRESS: ioe.duncan(a�champlainwater.or 5. PROJECT STREET ADDRESS: 403 Queen City Park Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1430-00403 & 1430-00503 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 1 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Construction of a new below grade concrete wet well expansion with a pump room (for future pumps) and a pipe a�? llery• a new 1.0 million gallon precast prestressed concrete filtered water storage tank and associated yard piping; and, modification of existing access drive parking grading and drainage. b. Existing Uses on Property (including description and size of each separate use): The existing use is a water treatment plant. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed use remains unchanged from the existing use. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing Buildings 57 728 sf New Tank: 908 sf New Wet Well: 2,348 sf Total New SF: 3,256 sf; New Overall SF: 60,984 sf e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The proposed expanded wet well is underground, with no above grade building The proposed water tank height is approximately 54 feet. The existing primary structure (Water Treatment Plant building) has a height of 22 feet. A conditional use request is being Jointly filed with this application for the height of the new tank. f. Number of residential units (if applicable, new units and existing units to remain): __N/A� g. Number of employees (existing and proposed, note office versus non -office employees): No new employees will be added in association with these improvements. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The Transit and Floodplain Overlay Districts cross through the property. There are no effects to these districts. Site Plan Application Form. Rev. 12-2011 E 8. LOT COVERAGE Total Parcel Size: _605,484 Sq. Ft. a. Building: Existing 9 % / 56,628 sq. ft. Proposed 10 % / 60,984 _sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 26 % / 156,816 sq. ft. Proposed 28 % / 169,884 sq. ft. c. Front yard (along each street) Existing 9 % / _54,560 sq. ft. Proposed 9 % / 54,560 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 69,260 * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,100,000 b. Landscaping: $ 18,937 (plantings) c. Other site improvements (please list with cost): Yard piping, parking lot, driveway relocation, and all associated site work $1,001,500 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No change 11. PEAK HOURS OF OPERATION: lam — 5:30 m 12. PEAK DAYS OF OPERATION: Monda — Frida 13. ESTIMATED PROJECT COMPLETION DATE: December 2017 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 0 Site Plan Application Form. Rev. 12-2011 schedule. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT ATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION:� / 4 ' REVIEW AUTHORITY: Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: Complete El Incomplete A ministrative Of6Vr 7 Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 Lindsey Britt From: Dave Wheeler Sent: Tuesday, March 21, 2017 12:37 PM To: Lindsey Britt Cc: Tom Dipietro Subject: Champlain Water District — Filtered Water Tank & Wet Well Lindsey, The Stormwater Section has reviewed the "Champlain Water District — Filtered Water Tank & Wet Well" site plan prepared by the Dufresne Group, dated 1/16/17 and last updated on 3/1/17. We would like to offer the following comments: 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). 2. As the project proposes to disturb greater than 1 acre of land, it will require a construction permit from the Vermont DEC Stormwater Division. The applicant should acquire this permits before starting construction. 3. As the project proposes to create more than one-half acre or more of impervious surface, the project is subject to the requirements of section 12.03 of the City's Land Development Regulations (LDRs). 4. The applicant should confirm that requirements in Section 12.O3(C)(1) are met and that the Water Quality Volume is infiltrated using Low Impact Development (LID). 5. The applicant is required to submit the additional information outlined in Section 12.O3(D), so that compliance with the City's Stormwater Management Standards can be evaluated. Thank you for the opportunity to comment. Regards, Dave David P. Wheeler Assistant Stormwater Superintendent Department of Public Works City of South Burlington 104 Landfill Road. South Burlington, VT 05403 (802) 658-741 Ext. 6113 www.sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error: please notify us immediately by return email_ Thank you for your cooperation. 1 � 460 CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service First In The Nation - Excellence In Water Treatment, Partnership For Safe Water March 21, 2017 Mr. Ray Belair City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 RE: Withdrawal of Conditional Use Application #CU-17-02 Proposed Accessory Structure (Water Storage Tank) 403 Queen City Park Road Dear Ray: The Champlain Water District hereby requests the withdrawal of Conditional Use Application #CU-17-02 for the proposed accessory structure (water storage tank) at 403 Queen City Park Road. Please don't hesitate to contact us with any questions. Sincerely, CHAMPLAIN WATER DISTRICT Joseph J. Duncan, PE, f.NSPE Director of Projects and Programs/Chief Engineer 4 0 3 Q u e e n C i t y P a r k R o a d - S o u t h B u r I i n g t o n V T 0 5 4 0 3 T e I e p h o n e( 8 0 2) 8 6 4- 7 4 5 4 - F a x( 8 0 2) 8 6 4- 0 4 3 5 w w w. c h a m p I a i n w a t e r. o r g Lindsey Britt From: Joseph Duncan <joe.duncan@champlainwater.org> Sent: Tuesday, March 21, 2017 3:07 PM To: Dave Wheeler Cc: Lindsey Britt; Justin Rabidoux; Tom Dipietro Subject: RE: Champlain Water District — Filtered Water Tank & Wet Well Attachments: QCQA Labs - Champlain Water District FWT 07_31_16.pdf; CWD NPDES Permit Application 08_20_15.pdf; CWD finalvt0020729permit.pdf; C103 NPDES Permit App Proposed Stormwater Added 02_21_17 JD.pdf, 018 Authorization to Discharge Permit 7726-9020.pdf, 12 Civil C-10.pdf, 07 Civil C-5.pdf, 13 Civil C-11.pdf Dave: It was good talking with you. The soil on our project site is clay overlaying bedrock which prohibits the ability to utilize infiltration at our site. Refer to the attached geotechnical report. For the project we are proposing to discharge stormwater from the existing and proposed impervious surfaces to our existing lagoon basins. CWD has a NPDES Permit No. 3-1161 for filter backwash discharge to the Potash Brook (attached). This permit provides for BOD, TSS, Turbidity, Chlorine, Phosphorus, Nitrogen, Zinc and pH limits as shown in the permit. Process water generated from clarifier and filter backwashes discharges to the multiple lagoon basins located on the southern portion of the CWD treatment plant site. The majority of the stormwater generated on the site is directed to the lagoon basins. This settling lagoon process, including the acceptance and treatment of site stormwater, has been functioning since the original facility's construction in 1973 and provides treatment and detention prior to discharge to the Potash. The wastes discharged to the lagoon basins, including site stormwater, have historically been documented in CWD's NPDES permit applications (refer to attached 2015 permit application). CWD continues to monitor the treated lagoon basin discharge at the outlet of the basin prior to discharge to the Potash Brook per the NDPES permit. The proposed Filtered Water Tank (FWT) and Wet Well improvements project includes the addition of two new catch basins with flow directed to the lagoon basins. This is consistent with CWD's historical practices and current operations. The lagoon basin discharge is monitored for flow, BOD, TSS, turbidity, and Phosphorus which are key parameters of concern when evaluating stormwater discharges. The addition of the discharge from the two proposed new catch basin structures does not change the current site and lagoon operations and the lagoon basins will continue to be operated in their current configuration to meet the requirements of the existing NPDES permit. For the proposed FWT and Wet Well Improvements project a stormwater operating permit is not required nor is a modification of the existing NPDES permit. Refer to the attached correspondence with the State. Attached are plans showing the lagoon piping layout and flow control building and structure that detain the lagoon and monitors the discharge to the Potash. We have received Authorization to Discharge under General Permit 3-9020 (attached). Hopefully this information addresses the City's requirements for stormwater management at our site. Please don't hesitate to contact me with any questions. Joseph J. Duncan, PE, F.NSPE Director of Projects & Programs/Chief Engineer Champlain Water District Lindsey Britt From: Terry Francis Sent: Monday, March 20, 2017 11:57 AM To: Lindsey Britt Subject: Unit 3-B Chaplin Ln and CWD Morning Lindsey: The only comment from FD is that if the bldg. is <150 feet off Spear St as measured via the access Rd., it will need to have an NFPA 13-D sprinkler system install, as does the other two building West of this lot. (Hergenrother structure has had this system install and we are waiting confirmation of the functional test of the system.) Also as there is now a new bldg. on the lane street signage is required but no yet installed. CWD plans are now under review by this Office. Any comments will be part of their building permit. mihw CHAMI'LAIN IVA'AT14 R DISTRICT ;I[, %Dedicated to Quality Water & Service x First In The Nation - Excellence In Water Treatment, Partnership For Safe Water Date: February 17, 2017 To: Ray Belair, City of South Burlington From: Joe Duncan, PE, Champlain Water District% l-- RE: Application for Site Plan Review and Conditional Use/Variance/Miscellaneous Application for the Development Review Board (DRB) Project Narrative CWD Filtered Water Storage Tank and Wet Well Expansion Champlain Water District (CWD) is proposing to construct a new 1.0 million gallon (MG) prestressed concrete filtered water storage tank and wet well expansion at our existing water treatment plant located at 403 Queen City Park Road. The new 1.0 MG filtered water storage tank is being constructed to provide redundant disinfectant contact volume at the treatment plant required for public health and welfare. The expanded wet well is being constructed to provide additional volume for pumping the filtered water from the filters to the filtered water storage. Please find attached the following documents for the above referenced project: • Completed Application for Site Plan Review • Completed Conditional Use/Variance/Miscellaneous Application for the DRB • Existing and Proposed Building Heights Sketch • List of Abutting Property Owners • Landscape Planting Schedule • Four (4) full-sized, one (1) reduced (11"x17"), and one (1) digital copy of the following plans: o Figure 1 - Project Location Official City Map (8 %" x 11") o Figure 2 - Project Location on Zoning Map (8 %" x 11") o Figure 3 - Project Location on Overlay Districts Map (8 %" x 11") o Figure 4— Overall Site Plan o G1— General Notes, Legend, and Abbreviations o G2 — Layout Plan and Boring Locations o G3 — Erosion Control and Sedimentation Prevention Details o D1—Site Demolition Plan o C1— Site Grading and Surface Plan o L-100- Landscape Plan o L-200—Landscape Details o S1— Precast Prestressed Concrete Water Storage Tank Standard Details CWD is proposing to begin construction in April 2017 and complete the project in December 2017. The estimated construction cost of the filtered water storage tank and wet well expansion is $2,101,500, with the value of the buildings being $1,100,000 and the value of the yard piping, site work, and other costs 4 0 3 Q u e e n C i t y P a r k R o a d - S o u t h B u r I i n g t o n V T 0 5 4 0 3 T e I e p h o n e( 8 0 2) 8 6 4- 7 4 5 4 - F a x: ( 8 0 2) 8 6 4- 0 4 3 5 w w w. c h a m p I a i n w a t e r. o r g being $1,001,500. CWD is proposing to include an additional $18,937 in landscape plantings for this project. During preparation of the application, the following items were discussed with Planning & Zoning Department staff. They are presented below for consideration during the permit review. 100' Potash Brook Stream Buffer The 100' Potash Brook stream buffer is shown on the project plans. Under this project we will be clearing trees back to the 100' stream buffer. The 100' stream buffer will not be disturbed as part of this project and we are not proposing any fill or other work in the buffer. During construction we will have the contractor mark out the 100' buffer limit with orange safety fence to prevent encroachment into the buffer. Stormwater CWD has a NPDES Permit No. 3-1161 for filter backwash discharge to the Potash Brook. This permit provides for BOD, TSS, Turbidity, Chlorine, Phosphorus, Nitrogen, Zinc and pH discharge limits. Process water generated from clarifier and filter backwashes discharges to the multiple lagoon basins located on the southern portion of the CWD treatment plant site. The majority of the stormwater generated on the site and off Queen City Park Road is directed to these settling lagoon basins. This settling lagoon process, including the acceptance and treatment of site/City stormwater, has been functioning since the original facility's construction in 1973. The waste streams discharged to the lagoon basins, including site stormwater, have always been historically documented in CWD's NPDES permit reporting applications. CWD continues to monitor the treated lagoon basin discharge at the outlet of the basin prior to discharge to the Potash Brook per the NDPES permit. The proposed Filtered Water Tank (FWT) and Wet Well improvements project includes the addition of two new catch basins with flow also directed to the lagoon basins. This is consistent with CWD's historical practices and current operations. The lagoon basin discharge is monitored for BOD, TSS, turbidity, and Phosphorus which are key parameters of concern when evaluating stormwater discharges. The addition of the discharge from the two proposed new catch basin structures does not change the current site and lagoon operations and the lagoon basins will continue to be operated in their current configuration to meet the requirements of CWD's existing NPDES permit. For the proposed FWT and Wet Well Improvements project a stormwater operating permit is not required nor is a modification of the existing NPDES permit. New Curb Cut CWD is proposing to relocate the existing curb cut to east of the existing Pine Street intersection. There will be a gate at this entrance which will remain locked except for emergency vehicle access, large maintenance equipment access, and snow plowing. Access to and from this curb cut will be very limited and also very non -routine. Staff will access site parking from the existing western curb cuts. This will improve site security by limiting vehicle entrance points. There has been a history of vehicles careening off Pine Street onto our site and shifting the new curb cut to the east will continue to buffer the CWD site from vehicles intentionally or unintentionally entering the site. The proposed curb cut does allow for direct line of site between vehicles exiting left off Pine Street and vehicles exiting the new curb cut, which is similarly effective as squaring up the intersection. There is also an existing power pole and guy wire directly across from the Pine Street intersection which presents challenges in locating the new curb cut directly across the intersection. Upon your review, please don't hesitate to contact us with any questions. 9 OAJ qkodh southburlington PLANNING & ZONING Permit Number SP- (office use only) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative ® Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Champlain Water District, 403 Queen City Park Road, South Burlington, VT 05043 Phone: 802.864.7454 2. LOCATION OF LAST RECORDED DEED(S) (Book and page ft _ Book 104, Pages 371-375 and Book 1344, Pages 185-187 3. APPLICANT (Name, mailing address, phone and fax ft _Champlain Water District 403 Queen City Park Road, South Burlington, VT 05403 Phone: 802.864.7454 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): _Joe Duncan, PE, Champlain Water District 403 Queen City Park Road, South Burlington, VT 05403, Phone: 802.864.7454 x126 4a. CONTACT EMAIL ADDRESS: ioe.duncan2champlainwater.orl? 5. PROJECT STREET ADDRESS: 403 Queen City Park Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1430-00403 & 1430-00503 _ 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Construction of a new below grade concrete wet well expansion with a pump room (for future pumps) and a pipe a� llery• a new 1.0 million gallon precast prestressed concrete filtered water storage tank and associated yard piping; and modification of existing access drive, parking, grading, and drainage. b. Existing Uses on Property (including description and size of each separate use): The existing use is a water treatment plant. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed use remains unchanged from the existing use. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing Buildings: 57,728 sf, New Tank: 908 sf, New Wet Well: 2,348 sf Total New SF: 3,256 sf: New Overall SF: 60,984 sf e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The proposed expanded wet well is underground with no above grade building proposed water tank height is approximately 54 feet The existing primary structure (Water Treatment Plant building) has a height of 22 feet A conditional use request is being Jointly filed with this application for the height of the new tank. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): No new employees will be added in association with these improvements h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The Transit and Floodplain Overlay Districts cross through the property. There are no effects to these districts Site Plan Application Form, Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 605,484 Sq. Ft. a. Building: Existing 9 % / 56,628 sq. ft. Proposed 10 % / 60,984_sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 26 % / _156,816_sq. ft. Proposed 28 % / _169,884_sq. ft. c. Front yard (along each street) Existing 9 % / __54,560_ sq. ft. Proposed 9 % / 54,560 sq. ft. d. Total area to be disturbed during construction (sq. ft.) _69,260_* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 1,100,000 b. Landscaping: $ 18,937 (plantings) c. Other site improvements (please list with cost): Yard piping, parking lot, driveway relocation, and all associated site work $1,001,500 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No change 11. PEAK HOURS OF OPERATION: lam — 5:30pm 12. PEAK DAYS OF OPERATION: Monday — Friday 13. ESTIMATED PROJECT COMPLETION DATE: December 2017 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 schedule. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT TURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: ❑ Complete ❑ Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 int'da, southburlington PLANNING & ZONING Permit # (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): XD Request for a conditional use Request for a variance Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): Champlain Water District, 403 Queen City Park Road, South Burlington, VT 05403 Phone: 802.864.7454 2) LOCATION OF LAST RECORDED DEED (book & page #) Book 104, Pages 371-375 and Book 1344 Pages185-187 3) APPLICANT (name, mailing address, phone, fax #) Champlain Water District, 403 Queen City Park Road, South Burlington, VT 05403 Phone: 802.864.7454 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Joe Duncan, PE, Champlain Water District, 403 Queen City Park Road, South Burlington, VT 05403 Phone: 802.864.7454 x126 a. Contact e-mail address: Joe.duncanachamplainwater.org 575 DorsetStreet South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) PROJECT STREET ADDRESS: 403 Queen City Park Road, South Burlington, VT 05403 6) TAX PARCEL ID #: 1430-00403 & 1430-00503 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Detached accessory structure (a new 1.0 MG precast prestressed water storage tank) that has a height (54') greater than the existing primary structure (Water Treatment Plant building, 22' height). This request for a conditional use is being jointly filed with an application for site plan review. b. Existing Uses on Property (including description and size of each separate use): The existing use is a water treatment plant. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): The proposed use remains unchanged from the existing use. d. Total building square footage on property (proposed buildings & existing building to remain): Existing Buildings: 57,728 sf; New Tank: 908 sf; New Wet Well: 2,348 sf; Total New SF: 3,256 SF: New Overall SF: 60,984 sf e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): The proposed detached accessory structure (water storage_tank) height is approximately 54 feet. The existing primary structure (Water Treatment Plant building,) has a height of 22 feet. f. Number of residential Units (if applicable, new units & existing units to remain): N/A g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): No new employees will be added in association with these improvements. h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): The Transit and Floodplain Overlay Districts cross through the property. There are no effects to these districts Conditional Use /Variance /Miscellaneous Application Form. Rev. 12-2011 l 8) LOT COVERAGE a. Total parcel size: 605,484 Sq. Ft. b. Buildings: Existing 9 % / 56,628 Sq. Ft Proposed 10 % / 60,984 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 26 % / 156,816 Sq. Ft. Proposed 28 % / 169,884 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 9 % / 54,560 Sq. Ft. Proposed 9 % / 54,560 Sq. Ft. e. Total area to be disturbed during construction: 69,620 Sq. Ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ 1,100,000 b. Landscaping $ 18,937 (plantings) c. Other site improvements (please list with cost): Yard piping, parking lot, driveway relocation, and all associated site work $1,001,500 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): No change 11) PEAK HOURS OF OPERATION 7 am- 5:30 pm 12) PEAK DAYS OF OPERATION Monday - Friday 13) ESTIMATED PROJECT COMPLETIONDATE December 2017 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Joseph J. Duncan, PE, CWD SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: ❑ COMPLETE ❑ Incomplete Administrative Officer Date N The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 EX GRADE EL. 162.00' 'OSED ;H GRADE 76.00' EL. 182.00' EX GRADE EL. 168.00' AVG EX GRADE EL. 164.00' CHAMPLAIN WATER DISTRICT FILTERED WATER STORAGE TANK AND WET WELL EXPANSION EXISTING AND PROPOSED BUILDING HEIGHTS SCALE: 3/32" = 1'-0" 02/17/17 JJD CWD sk.. Champlain Water District Peter Jacobs Water Treatment Facility 403 Queen City Park Road, South Burlington, VT List of Abutting Property Owners As of February 15, 2017 911 # Unit Street Owner Mailing address City State Zip 303 QUEEN CITY PARK RD GREEN MOUNTAIN POWER CORP 2154 POST RD RUTLAND VT 05701 142 KINDNESS CT HUMANE SOCIETY OF CHITTENDEN COUNTY 142 KINDNESS CT S BURLINGTON VT 05403 935 SHELBURNE RD HANNAFORD BROTHERS P 0 BOX 1000 PORTLAND ME 04104 CWD - FILTERED WATER TANK AND WET WELL PLANTING SCHEDULE Trees Qty. I Code I Scientific Name I Common Name Size Sec Remarks wholesale installed 6 MBW MALUS'Bob White' Bob White Crabapple 2" cal. B&B $ 175.00 $ 2,625.00 8 MSS MALUS'Spring Snow Spring Snow Crabapple 2" cal. B&B $ 175.00 $ 3,500.00 5 AB ABI ES balsamea Balsam Fir 10' Ht. B&B $ 225.00 $ 2,812.50 16 TPGG ITHUJA plicata'Green Giant' lGreen Giant Western Arborvitae 10' Ht. B&B 12' O.C. $ 250.00 $ 10,000,00 sub -total $ 18,937.50 Boulders Q Size Sec Remarks wholesale installed 13 Boulder 2.5'x2.5'x3' nom. Sourced from Whitcomb Quarry S 200.00 $ 6,500.00 Total Landscape Plantings: $ 18,937.50 Total Boulders: $ 6,500.00 City of South Burlington Official Map (Citywide); 1,egend S Qxl.}mnler iUtl 5tntxen 7m31."P nl it "a R--Ii,m Praha Ndi-t .1 t.wnu+Yl t ai ximg Rm}•ntua! Path Fe, p-wd Penh a Tn8 C mlmlu(Tpnn land f >2f('ouxne In.}tiNlumal & Agr9nthnrai 1rld� L;. Prolwaad Park & opm ss a bdAing Park and(" SrAw Read l'enlm.- 11U.Im d n r—Id tbunda.y-xw3 I PROJECT LOCATION i'ti(iXY 1 in.ie rvleul. I,ggn huts. u el a5_ u;GMd- 1 nu narn.aw}nerepy.wN neYlrras w.i•on�eanou• � IYfviae!'w+I 1rWse�/aOY.M�+tYti IM 1\rR No 4p�e _ �. r =l'. A 1a+aet finM bN ytnwMYaletdaM N+r'N ra tra l+ bMvheb r,YYrYr �.. �' 4 iarlN'M4wYebMOMMe/�P�Ywp w,'.�Ybm'w - htyf Onwrprw'r a iuW.Mr,W\ntawwW.at♦wYtawvrsrynrrp.,v[ne! }61/rppfSolb}nblWat9 wMO PW ivnw rt-ahu} 16ewur»hwtn bNNa-rrrl �wnf .,n+r,}srH rwwMbawvuWnMM0.M�4+*Ma+M.na rw:.•nwcn MuawnMwe Y.n rrw NPv+'Mb+w.wpgrre tvAryy O.amC�rMoe.r er,w [.�mW�s. un..'. faMWtNrwEIW�. a r vnwabM aRtwv. wa a����+eMl�aw+lm���fvW r�i• t pueett+�rMiatnbawryM+vWps'1riLrv.�ewq Mrl CLer1M W ahV6aw wUnlwrse eawewf af+ho,lif. rt�C Mtbirt O}Ir bb�P f.^✓�d++MiwlYw �y A M�M1� � K /nw�rnlY.+w ae.�e.<an�+lo.Nb WneYn fuse t aimvbn+�SWa Am�iMA .Sev}��,Y"Vr DUFRESNE GROUP CONSULTING ENGINEERS Suite 200, 56 Main Street Springfield, Vermont 05156 Tel: (802) 674-2904 Fax: (802) 674-2913 E-mail: info@dufresnegmup.com Home page: w .dufresnegroup.com CWD FILTERED WATER TANK & WET WELL FIG 1 PROJECT LOCATION ON OFFICIAL CITY MAP SOUTH BURLINGTON, VERMONT PROJECT NO. 4160006 PROJECT MJR. TPK SCALE AS SHOWN DATE JAN.,2017 DRAWING NO. FIGURE 1.dwg E _a M n O N 4 w 3 N LJ lY C, Li Ld w c� C tT .N 0 I.� O+ O O vl 0 U v 3 c 0 a E L U LZ 0 Cn U U li Zoning Map South Burlington, Vermont Effective April 11, 2016 mvarrev- ry.wexe�e--,W tartamwrieraraoa. ._ s:.ncart >ar.teeaa�.. c.�i:�asmmca wmramo Twe'.1wt PFivree: lie TiTaaaazlrtiprsaaeeaaiiei�. �i[rd +eailiir�s#Oieli2npr�fhy.4m'sd . f�Ptas aa!'. Dtpei yes ide.eaf•ii ai att+ost u�cit�iabart-talvn�tlatc Tit Aafaara.h rsaradriiYwisaRazaaati�. �E� -.azr� ie8r its.aaw8eaacasiaesaaareaatasimTes a aatam,: wat ­*t.,adtaatitsmw� Emurron [amf ^crlwmrn� Rv,,vtseiw+. as a4�ilYi1[. PROJECT LOCATION Zoning Districts Residential Districts Rcsidats 31 Rcstdznui 1 - Resifrznay( � Residential 7 Res 7-Neighborhood K` Commercial Residential 12 Lakeshore Neighborhood LJ� Queen city park Form Based Code Districts liansect zone 1 - Tr-ansect Zone 3 Transect Zone 3 Plus Tmnseet Zone 4 Tnnsect Zone 5 Siutdcepai br (nstituticsaal Distrinas Muniupal -------- . Park & Recreation Interstate Highaay 0—lay Iran Institutional & Agricultural -North Commercial Districts = Institutional & Agrieultunl-South Commercal I - Residential 12 southeast Quadrant Subdistricts J Commercial 1 -Limited Retail Natural Resource Protection Commenial 1 - Residential 15 Neighborhood Itesidendal North Commercial 1 -Airport Industrial and Airport Districts Ncighl, ho 1 Residential ® Commercial I - Automobile Ejl Mined Industrial & Commerical Neighborhood Residential Transition III♦ Conrmemal 2 EM Airport village Commercial_ Swift Street ® Airport Industrial o village Residential I � - Allen Road n Industrial & open Space EMDUFRESNE GROUP CONSULTING ENGINEERS Suite 200, 56 Main Street Springfield, Vermont 05156 Tel: (802) 674-2904 Fax: (802) 674-2913 E-mail: info@dufresnegroup.com Home page: www.dufresnegroup.wm CWD FILTERED WATER TANK & WET WELL I PROJECT NO. 4160006 FIG 2 PROJECT MJR. TPK PROJECT LOCATION ON SCALE AS SHOWN ZONING MAP DATE JAN.,2017 SOUTH BURLINGTON, VERMONT DRAWING NO. FIGURE 2.dwg E a O N LLJ Li O� 3 c� i w of ZD CD / 0 0 0 in t 0 i7 s U V) O N O 3 C O d E 0 U to 0 0 U 3 lil Overlay Districts P South Burlington, Vermont I Effective June 27, 2016 I-egcnd Ira is -Man•r Lnefvrtum+ lane 1 �9m 4, 7.m.+:l. 20 :l I I I VIAIII OVrd.y DIStriCt / u A IVP-Irar rNwd rum 1Y I r xeeNon Zones . a n..,•n r:nk tum hurp Wud ® nrura4n.� w.ad .. Smwr �'.pnr Srcer orrdmh Prp Qtipry rYrrrt kidRe 0911. 0-11A, Disukl. 61 Fraru.- �— Trxnrn R... rrrn44 \h.t.' 1h.rr41 i, Avr.m Apr— h Cnfridu) Inurmur<nr \ur�m 1"a�rnnul xrrrwm \\'frrdualy r'x P ...I n.modxir. P.wds f PROJECT' LOCATION Df«: W.",, ,A I.I.auvl..0 pu,rnvJ is rkhrnunrd b) iu w.wcr.. rxnus ar«I umiadcm. ma\ rxr+r Tbo C", ui S.,urb huAnRy,n h nor h+pnnnbM h. d,eu. I hil —r. ai m.1M 11-1,, kn'mm� on M rrw,hed a ah, m.rycnom aud/�n.nnr)x fiy rcguerrd wrvrinn. Tfii. mxp H� rta +ulln'frm Wr Jelnrcxrum of Wanrn on the gru.d. lfil. map Lknliln. du rn.rmr o(karurc., aml w)' indrraN rrW 4,MI1.. bawrrn 1-w— hur a r• nor a replarrmenr for runwY.•d In1,�rm..fdun n neµvnrninR audk... DUFRESNE GROUP CONSULTING ENGINEERS Suite 200, 56 Main Street Springfield, Vermont 05156 Tel: (802) 674-2904 Fax: (802) 674-2913 E-mail: infoca dufresnegroup.00m Home page: w .dufresnegroup.com r CWD FILTERED WATER TANK & WET WELL FIG 3 PROJECT LOCATION ON OVERLAY DISTRICTS MAP SOUTH BURLINGTON, VERMONT PROJECT NO. 4160006 PROJECT MJR. TPK SCALE AS SHOWN DATE JAN.,2017 DRAWING NO. FIGURE 3.dwg hq_AATR � ---� � NEM BURIED 511E pSTRR:F BW T / // iol � ® / I I (/l I 1 rooeN opal m I ' — — EAQ CIMI/EAN GRAPHIC SCALE cRR.) DG DUF0.ESNE GROUP CONSULTING ENGINEERS Spnrylela. v. � m�se t�a'imNC PMCEL: Pro)Rd MQ. REiNFREWE dMER: CMWPWN WATER dSiMCf ME: 13.. dCR6 / BO1,04 $DWRRE FEET Nb rby T.P.NNUIPP P by Z.C.FERGUSON ON DISTRICT: COYMERCVL 1 - ELOENfNL 15 2. E15RND: 52 SPAC6 (NCWdHC 1 NC) RAW w R.E.CCFRESNE App—Ib R.E.00FRESNE ELIMN�iES SwF IOiAL PNdiW POST-PNDIECf: x (NCLUORIC S NL) oRr ==3. 1)p1) 3. EARTAvdRR: APPRD 1— 1.— C MLL) ZONING SUBMITTAL FIG 4 NOT FOR CON---TION CIVIL GENERAL NOTES 1. TOPGCRAPHILAL SURVEY PERFORLMEO BY DUFRESNE GROUP IN -1. WRTGAL DATUM IS NAVDBE THEE .I —MLL PRONDE AN AUIOCAD — FOR USE BY THE CONTRACTOR. 2 ALL EXISTING UTILITIES WERE LOCATED USING THE BEST AVARABLE INFORMATION. THE LOCATION OF PIPES, DUCTS CONGLITS AND OTHER UNDERGROUND STRUCTURES SHORN HERE ARE NOT WARRANTED TO BE EXACT. NM IS IT WARRANTED THAT Al UNDERGROUND STRUCTURES ARE SHORN. ALL UNDERGROUND UTILITIES MAST BE LOCATED AND MARKED DURNG THE PROJECT. 3. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXGAVATON TO VERIFY LOCATIONS AND SM OF EXISTNC PIPING, PRIOR TO NSTVLLAnON OF ANY SEGMENT OF WORK. CONTRACTOR SHALL USE EK REE CAUTION TO PEWIT DAMAGE TO EXISTND UTUTES. CONTRACTOR IS RESPONSIBLE FOR PROTECTEN OF ALL UTILITIES WHETHER OR NOT THEY ARE SHORN ON TIE PLANS ALL REPAIR5 TO DAMAGED UTUTIES SHALL BE MADE BY THE CONTRACTOR. USING MATERIALS APPROVED BY THE ENGINEER. AT NO ADDITIONAL EKPENSE OF THE OWNER. A PRIOR TO BEGNMNG OF WON( THE AREA TO BE MSTIRBED SHALL BE STRIPPED OF TOPSOIL AND STORED AND PROTECTED FOR USE IN RESTORATION OF THE SITE. ALL TOPSOL ON THE PROJECT BELDNGS TO THE OWNER. ANY ADDITIONAL TOPSOI MUST BE SUPPUED AND INSTALLED BY THE CONTRACTOR TO COMPLY MTH THE RESTORAT. REQUIREMENTS. 5. THE PROPOSED IMPROVEMENTS MLL BE INITIALLY LAID CUT AND STAKED OUT BY DUFRESNE GROUP. THE CONTRACTOR SHALL BE REOAREO TO MAINTAIN THE THREE DIMENSIONAL CONTROL OF ME STE USING A COORDINATE SYSTEM AND ELEVATON THAT EKACILT CONCHES MTV THE DESIGN DRAMNCS. B. GENERALLY DARK OR HEAW LINE WEGHT REFERS TO NEW OR PROPOSED IMPROVEMENTS NORMAL FONT OR LIGHT UNE WORK REFERS TO EKSTNC FAMUTES. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NEW OR PROPOSED ITEMS. T. CONTRAGIOR SHALL VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND ELECTRIC. CARE AND TELEPHONE UNES AND TAKE NECESSARY PRECAUTIONS IN STRICT ACCORDANCE MTH OSHA STANDARDS DURING CONSTRUCTOR. CONTRACTOR SHALL CONTACT THE LOCAL PG- UIIUTY AND TELEPHONE UTILITY REGARDING ANY NECESSARY SUPPORT OF ANY UTILITY POLES DURING CONs1RUCTION. LGCAL ELECTNC UTUTY IS GREEN MOUNTAIN POLDER. LOCAL PHONE UTUTY 15 FMRPdNT COMMUNICATIONS B. ALL RORK SHALL BE DONE ON LANDS OWNED BY CHAMPWN WATER DISTRICT OR IN THE PU9JC RIGHT-CF-WAY OR EASEMENT AREAS 9. CONTRACTOR M ERECT SAFETY BARRIERS AS SPECIRED AND UNIT COSTRUCTON ACnNnEs TO THE CURRENT ACTIVE ARE. 10. CONTRA TOR TO USE ETREME CAUTRN MHEN 1OCAVA1NG NEAR BUNDINGS AM OTHER STRUCTURES 11. MHEN REPLACING STRUCTURES AND/OR CONNECTINC TO EISTNG PIPING 5YSTENS. CONFIRM EOUSTNG LOCATIONS SIZES AND ELEVATONs OF INVERTS PRIOR TO OROETNc PE -CAST STRUCTURES 12 THIS PROJECT IS CLASSIRED AS A LOW RISK PROJECT UNDER THE CONSTRUCTON GENERAL .t9o-20 STORMWATER PERMIT. THE CONTRACTOR SHALL COMPLY MTH STATE OF WRMCNT WATER OUAUTY ORISON REGUUTONS INCLUDING THE EROSION PREANTON AND SEDIMENT CONTROL REQUQUREMENT5 FOR A LOW RISK PROI 13. ALL GRASSED AREAS WILL BE RESTORED RTH CLASS A RESTORATION AS SPECIFIED ONUESS OIMERMSE SHORN. CONTRACTOR IS RESPONSBLE FOR REMOVAL. CARE D' REPENTING OF ALL PUANTNGS AND SHRUBS DISTURBED OIIIRINO CONSTRUCTON. 14.. CONTRACTORS SMALL COORDINATE MTH DIG SAFE A MINIMUM OF 72 HOURS PROP TO ANY EXCAVATION. 15. USTNG OF ADAPTERS RTINCS. NIPPLES. ETC. 5 FOR THE CONVENIENCE OF THE CONTRACTOR ONLY, ADOTONAL MATERIAL MAT BE REOUIREO. MECHANICAL JOINT SOLID SLEEVE COUPLINGS MTH HEDGE TYPE RETAINER LANDS MLL BE REWIRED FOR CONNECTION TO EMISTHG MAINS REKBUE CWPINGS ARE NOT ALLOWED. 16. MINIMUM WRTCAL CLEARANCE BETWEEN NEW UTUTY MAINS AND ALL DISTNG UTITES EXCEPT SEWERS AND STDRM DRAINS TO BE SIX (6)INCHES AT CROSSING LOCATIONS SEE WATER AND SERER SPARATON NOTES ON THIS SHEET. 17. ANY EESTING WATER AND SERER SEANCES MLL BE PREPARED OR RELOCATED AS NECESSARY IN ORDER TO MAINTAIN SERVILE THE UTUTY Dw N ASSIST IN THE UICATON AND MARKING OF THESE SEANCES BUT THE CONTRACTOR MAY BE REOUIRFD TO CONDUCT EXPLORATORY EXCAVATION AS REWIRED, 1S ALL BUMD WATER MAINS SHALL BE POLYETHri MAPPED CLASS 52 CEMENT UNED DUCTIE IRON MECHANICAL =NT PIPE PUSH ON NNE IS NOT ALLONED ON THIS PROJECT. 19, ALL MECHANICAL JOINT RATINGS VALVES AND HYDRANTS SHALL INCORPORATE A MEGA -LUG RETAINER LAND INSTEAD OF THE COMMON FOLLOWER ­D. 20. MECHANICAL JOINT RESTRAINTS SHALL BE USED RHERE WATER MAIN VALVE MLL BE SUBJECTED TO SEANCE PRESSURES ON ONE SIDE BEFORE BEING FULLY INCORPORATED INTO THE DSTRIBUTHN SYSTEM. 21. WATER MAINS TO HAVE 5 FEAT MINIMUM COVER UNLESS OTIERMSE STATED OR SHOWN ON THE PROTUS. MKN 5 FEET OF COVER CANNOT BE MAINTAINED A' RIGID BOARD INSUTATION SALL BE USED. DEPTH COWR SHALL NOT BE LESS THAN ♦ FEET LAWN MN INSULATOM 22 CONTRACTOR 15 RESPONSIBLE FOR FLUSHING. PRESSURE TESTING AND DHSINFECTNC ALL NEW WATER MAIN. CHLONHNE NJECTON POINTS SHALL BE INSTALiD KNEW REWIRED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION AND REMOVED UPON COMPLETION OF TESTING CONTRACTOR TO DISCUSS PKOCEDLWES IRN ENGINEER PROM TO COMLIENCEMENT GH IESTNG. REER TO SPECIFICATION SECTIONS OOWIO (SPECIAL CONDITIONS) AND D2510 (DUC1RE IRON PPE AND PTMG FOR POTABLE WATT) PON A00HIONAL INFORMATION AND REQUIREMENTS. 23. ALL PIPE TO BE ABANDONED SHALL BE DRAINED OF WATER AND REMOVED. RENOND WE SHALL BE DISPOSED OF BY THE CONTRACTOR. 24. CONTRACTOR SHALL ENSURE UNINTERRUPTED ACCESS TO THE RATER TREATMENT FACILITY BY ME GHA MN WRIER DISTRICT THROUGHOUT CONSTRUCTION. REFIT TO SPECIFICATION SECTION DO810 SPECIAL CONDITIONS FOR SPECRC INSTRUCTIONS AND REQUIREMENT RELATED TO THE CONTIUC10R5 RINK PUN. NCWONG SHUTDOWN PRIMSONS 2S CONTRACIOt GHALL NOT IMPEDE THE GMNER FROM MANIANNG FLOW TO AND FROM THE WATER TREATMENT FACILITY THROUGH CUT THE PROTECT DURATION. 2B. REFER TO SPECIFICATIONS SECnDN OOBIU (SPECIAL CONDITIONS) FOR INPORMAPON AND REQUNEMENTS REGARDING CONTRACTORS WORK SEQUENCE INGWDIM% S UTDONN DURATION, TESTING REQUIREMENTS. AND SlIE ACCESS. 27. TECHNICAL SPEORCATONS PRONDE NECESSARY INFORMATION AND ARE PART OF THE CONTRACT DOCUMENTS FOR THIS PRmcT. M SO. BORING PERFORMED BY DCOA LABS REFER TO SPECIFICATIONS FOR GOL BORINGS LOGS AND GEOTEGHMGAL REPORT. 29. NO PARKING OR STAGING RILL BE ALLONED IN THE QUEEN CITY PARK ROAD RIGHT OF GHAT. 30 CONTRACTOR SHALL PUT IN PLACE A BICYCLE AND PEDESTRIAN DETOUR TO MAINTAIN PEDESTRIAN TRAFFIC ROW ON THE SOUTH SIDE OF QUEEN GRY PARK ROAD DURING THE CONSTRUCTION PERIOD. WATER AND SEWER SEPARATION 1. RARAI l it N51� WATER MANS AND RATER SEANCES SHALL BE UD AT (FAST TEN (10) FEET HOMRONTAILY FROM ANY EBSTNC GH PROPDSED SANITARY SENFR OR RVE (5) FEET FROM ANY STORM SEWER. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE 2 OB455NGS WATER MAINS OR WATER SEANCES CROSSING SEWER PIPES (SANITARY OR STORM) SHALL BE LAID TO PRONOE A MINMUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE DF THE WATER MAN AND THE OUTSIDE OF THE SERER PPE THIS SHALL BE THE CASE WNERE THE WATER MAN 15 ABOVE ON BELOR THE SERER PPE AT CRGSSINGS ONE FULL LENGTH OF WATER PPE SHALL SE LOCATED 50 BOTH JGNTS MLL BE AS FAR FROM THE SERER AS POSSIBLE IF THE SEWER MAN IS OVER THE WATER MAN, THE FIRST SEWER PPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCIURAL SWPORT FOR THE WATER AND M'RER PPES MAY BE REWNEE. LOCAL VALVE OPERATION 1. EXISTING AND PROPOSED VALVES SHALL OPEN LEFT OR COUNTER CLOCRMSE OPERATION OF VALVES MLL BE PERFORMED BY THE UTILITY OWwvrs STAFF DAILY. 2 ALL NTERCONNECnONS TO THE EDSTNG SYSTEM CAN ONLY BE MADE MTH THE MBTTFN PERMBSIOWE OF THE FELD ENGINEER. O FGm NOUS pyR� O � - QUEEN CITY PARKRO40 a 1 STORAGE II �Rw"`E"A E 1!qA AAEAF I //�� '06 yy y/ F \I ING II OR IETAM( ` I AND �A / PUAP I / V f� �•AJ/ PROJECT LOCATION PLAN SCAR 1 -tar NOTE YARD PIPING IS NOT SOWN FOR Cl— LEGEND FSMTNG PRIPOSD EDGE OF PAVEMENT D>Q DP PAWMIDIi ______- EOE OF GRAVEL DRIVE ROAD CENTER IRE _ MINOR CONTOUR DOD MA_C.— __ ww ______�____ CONTOUR DM uINDR cwTGBs - - - - - - - - - - - - - - CLAWRT ......... .........W ... BUILDINGS PpOPFRTY UNE � WATFA MNN n.-UNE - WA1EA WAY D s—. CRAM —W TER MAIN— CURB —6 —6 SEMA MAIN FOUNDAnN MARK GAS UNE ® NO-IM)W S1RP 0 GTE PAVED SURACE OU LL N DULIIDWLY vALSE PENCE Ay PPE RTINGS BUILDING 0 DRAM MANHOLE SON I AIAO DIREC1xM H p ANT DATE 1 BUr1ERLY VALVE (NORMALLY CLOSED) R TO BE`ABANSDONED ORE TTERFLY VALVE (NORMALLY OPEN) M E RMNG ® SURFACE 9WATER MANHOLE mo SKY U.A_ 19 SEWER MANHOE 0-CIEANOUT A C.— PDNT STRUCTURE rYOU\ THEE UNE /w'r(vi nEARxD LIMITS STONE WALL < U o tt POLE/GW RNE tl u";2IM n TREC TREE sTIIMP ABBREVIATION LIST BLD BM BUTTERRY VALVE BOLDING BENCH MARK V MAR 11 POE MANUAL ANU AL AIR RELEAA eRK C/O BRDDR CLEAN OUT MNwM MJ MMH MECHANICAL IXNT CB CI CATCH BASIN CAST ON MOM MW MONUMENT MEN SEA L L w CL CHLCRINE INJECTION PONY CENTER UNE GHP TORN. MIL GWION D PON9R IMF CON C CORRUGATED METAL PPE CONCRETE GHT ON O.ERNEAD TELEPHONE DVERHED MRE � CORNER ORRUGATED PLASTIC PPE C PCC PONT OF GURVE POINT OF COLPCUND CURVE CTS QU COPPER TRNG SIZE COPPER PE PL PAIN ENO PROPERTY UNE D DI STORM DRAIN UNE DROP INLET PION PONT ON CURVE PONGH qDUCT. DA IRON DIAMETER PPC M PLASTIC PPE OULVERT PQUT -1 CHLORIDE DISr DR ED plwsANCE EDGE ND PAwNENr EIN RFORCED CONCRETE PPE ROAD COD EOP GRAVEErt L 5 D S H SANTAav SEWER I SEWER MANHOLE M G � WM FIRE HYDRANT FLANGE S SSS BT — SPRINGAEEVE STREET OND OR G AM W ARD RAIL STA SN TELL ST STONEWALL TFI BENCH GVGA. NDPE VALVE HIGH DENSITY POUYFTITUSNE TEL NARK ONE E `X HSE II'N NOOSE HEAD WALL TDE LEAP TYP OF TOE OF SLOPE TOP OF ADRE TYPIGI HYD D NSIDE DI INSIDE DIAMETER/DIMENSON UB UG MHn BON ORG NT NV INIEAACnON INS LICE . UNDERGROUND ELECTRIC P I PE R UP wR UROLE _ IRSER W/,K - � MNTIH SO. NYY -TER SMUTOT RASTETIATFR (PROCESS HASTE) SECTION IDENT '* DIRECTION OF SECTION CAL) NUMBER (TYPICAL) _ TITLE Y � 2 SECTIONON SECTION GENIFICATON M (aCA)TED 2 SECTION SCALE SHEF UMBER INHERE P SHEET uU5 PAN IS GT TIED G SECTION IS SECTION IS L LOCATED IIHH�ED ROUGH MULTIPLE PLANS (tt91p1I SECTION LINE SECTION IDENTIFICATION IDENTIFICATION SYMBOL DETAIL DT TO SCALE SYMBOL DETAIL NOT TO LE ZONING I SUBMITTAL NOT FOR CONSTRUCTER w DUFRESNE GROUP CDNSULTNIG ENGINEERS I ENM a0 PK T Vwmvn W150 WrIVwWvr.T.t� �IFl mw LLJ h Lu 2 KYZ �Q O QF HW z 3� 0x 3a �m Q �o �o OF ZQ V III Prolads M1m.os Proud MO. R.E LI RESNE RWVkRWE by R.E.OUFRESNE ApprDVAM by R.E.WFRESNE ODM AN 6, 2017 Scak AS SHCAARJ G1 r �ro INousmu{.ywmy \ y^ u \ FJIISIWL SOEyy4Lx ��� � i BE FlElA Y \ \ I yr11HroENNG NEEA\1 \\ \\--_ I I GRAPHIC SCALE LAYOUT PLAN AND BORING LOCATIONS t.-p. DETAIL A - DEDUCTIVE ALTERNATE NOTES: 1. PEFER ro SREET ct FOR GENERAL worts. LEOENO. AIAEVMTIDNS. E. ALL LOOROIIUT6 ARE REfERENLEO ro vERMONT SPATE PUK-EE �. tromuc LLcs .1RE ClP—MM S •s Au - MD ro sPEaRxATlws. 4. xVFR ro SxEET t fOR sllE cRi\DINL u10 MPRpA1FNR RAN. s. RETER ro sxLLT C4 fax ruro nPluc PUN. DG DUFRESNE G0.00P CONSULTING ENGINEERS .m a.t an mo ��Rrn. v.xmmm\x Pmpctl 4t6OW6 —11111. R.E.—ESNE Da by R.E.CVFRESNE OxxnM T.—I-P ZONING SUBMITTAL v Nor FOR coNsmucnou sHEEt of v RYE TRYE AND AP SEED 1If11H AND APPLY WLCH ALT FENCE OR ST RIX EXCESS TOPSOIL COwN-GRAD E� SIDE 2 MIN. GRAM G CdR1RDATRENCH ARaxNOMAD D O TOPSOIL STOCKPILE NOT TO SF F I B—a 2NONiV SAPS SDPE DR TRITER M MTiFIF DI4Att 1� a1SI11UCT OAERSDN GOOF usND cOYINDN iLL AND CMPACTED aT M RLL EAOR MINISEED/LNULCN AIYEIXAIELY AFTER DIVERSION BERM -CROSS SECTION A -SERA NDOIT: Lr B-BFISI wDTk 2.d FRDr rD1N: 4.d D-FLDr DFW1N r WE S.WES Z1 M MTTET BEIW B'• (N.) aPTIOMAL) PAVEYpNO ORg11D Cm1FJL111L TYRCAL CMSTRUCTDN ENTRANCE PRORLE !o• I 12' (ONE UNE) 0' EO31M0 2A• (TWO LANE) PAMflFNT APPIICATIONNOTES: AA TIE A STAIM— CON3TMIDMN E NIANTE rs ro REDUCE M EUNNATE THE 1RAaM6 Di SEOMM, ONTD PUINC MONTS OF WAY CR STREETS GENERALNOTES. - I1SE CLEAN STONE MTH GRADATION FEIYEEN 2 NCHES AND A llE 2 LIIICiN - SO FEET (NM) 1 i11O01E54 - 1S IMMES (YIN) A "m - 12 FEET (MIN) S. CEDTE%TRE MOI STONE WRL SE ML4D OHR ME EMTRE AIEA P— TO PLADNO OF STONE S. SURFAOE MATES -ALL SVIFACE rAlfR ROwNG OR dVONFD TOIIARD aNSiR11LT1OFl ETRINIJNC6 SHALL SE PSRD ACROSS TINE EN1RANCE AS DIRECTED BY THE ENCINNEFAA. F PT IS NRMLICTCAL A N MTASIE SEMF WTN xt SEOPES wLL BE P2TN— ). AFMOSED ORAIFNAFE PEES SHALL SE S=1 WITH SNFlaENT CAPAOTY TO CAFR'y DITCH FLOWS 1RANSORINO OTON OR — AMOS•S COSTRUCMN ENTMANEES YAT BE PROP64D BY THE CWl1RACTON FOR APPADVA BY THE ENOMEER, 6 NEN MASMN` ON VE1waE rs NEQ . IT S SE DONE M AN AREA STHSL® METH STME WHICH DRAE6 INTO AN APPROVED SEDIMENT TRAPINO DEWCE B. YEA911E5 91 T GREAT E�NaWI TO vANg Aw TEWg�LEM CAFIAAR DAYS AND AND11TI N 24 HaRS OF A STOW IM MA TENANM- THE ENTRANCE SEAL SE MAINTAINED M A CONOITON 'wEW TML PREVVNT 1RALDNG M ROMNO OF SEDIMENT ONTO PUNK MONTS-K-- ALL SOMENT SIN-1. DROOPED, WASHED, M iRACNID ONTO m— MgIR-OF-WAY YUST BE REY� MNENATELY. 11. AT THE TIME OF ROMVA OF THE STAEaZm CO NS11NC11011 ENTR N THE gSNRBED AREA SHALL SE RO,JMFW AND STAINum. STOE O:OIFERE LREOEII 12' M. (ME LANE) STONE fti 24• T1W. OW -LAME) fAl YEE1M0 M REaEFFEENI3 DF ApE ro MAN ME011M STARE EEF1MgpNT YA N gIECTON M S•• O' SAEACE arnauL � R� MMOf�FLDW aAVERr mvnu A RTER (�NDa» M*` z• v.A1vNn1vNn1 n� F MAXIMUM SLOPE LENGTH : y SLOPE H:V)STEE65 BETWEEN SILT FENCE iIDTTpY Sxv Ymvnt :z saE Tw. H' (FEET) ROWS J FL` ( ET) TYDI[yi FDxNRULTNx1 ENTRANCE �.'TIDN m zs a N. ESN. S:I sD CONSTRUCTION ENTRANCE DETAIL Nm ro scALE x1 M TRITER 1oD a N. ESN. DG DUFRESNE GROUP CONSULTINGENGINEERS SPm1eUSur �159 INSTALLATION OF SILT FENCE MDT ro scALE PLVAE TFA F L"FFNOIRD WISE PFEsvNr nNSEn sTSE ED. d1BSD aPw AREA tX SDan 91RUL'TM m THDNT OAP ffD11D DRL>E CM)SIRD STONE (1-1/2•• OIA MIN.) PLAN SPKND vNSS DE➢G11IC Oy� aTOPT TRENCX —A Ir woc, eT OF�« p,,A(� ` SPACMDiFT)• SIWE N ON/JIN[L (FT/TT) PROFILE 13' W MDu1m tnE BMTOY M:::74 EROSION PREVENTION AND SEDIMENT CONTROL NOTES: 1. A MOTCE OF INTENT HAS SEEN SENT ro THE DEPARTYDlT OF ENARONNENML CONSEINAipN OF THE STATE OF VERYONT TLAT N TES TIS ER S A E CONTRACTOR S —PO NSIS1E FOR Cw 1 NTH THIS PERMIT AND ALL IFOAARE.ENi3. MTULTOR SHALL POST A--- COPY OF THE WIDE M AUIIDIFIUIDN WHMR ISCONAMED IN TIE SPECIFIGTDNS. L THE w%NAY gSORRD NNFA AUONEp uNDat THS PRaEtT AT ANt' OHF TIME a z.O SCENES. AREAS MUST RE STNNMEO N ACCMOUDE N'lIH 1HE MANDBDq! AN ASSUSE THE wYIWY N'HE ED ARG AT ANi ONE 1RIE N LESS TLW 2.0 ADR6. 1 EROSION PRDgTDx AND SFIRYEM CONTROL M THE SERE SIMLL SE COYRETED N ACCMOAME r1M TlE IDN RSN SIE NANDBOM TOR ETOSION PRCRNTDN AND SEOHYENT CWONI' NEREN RFFOMED ro AS THE TWDWON.' A pETAAS 'UFO N016 M THIS DRANFD REPRESENT MNMw 51RFESTDNS ONIr. ADMDwt MEASURE WY SE REOUFED ro ENSUE CwPIYEET TIIH ALL PrnNr REWREMENTS AND ro PRFVFM EMrsDx. TIE CMRACIOII R RESPoNSSIE {M SPOONED EROSDN PREVFMDN ANDGENESEDI I— MEASURES USING NE METIDD3 SNDWN AS —BED IN T HAINDBOOE EM COMPLNNCE JNDER CONSTMICTION S CONTRACTOR SAY CLE.WLY DELMEATE 1M-FO IT SINEW BUFTW M EAST SIDE M PROJECT AREA WTI R/GGMG AND SILT FENCE (AT A NNW.) . NO CCxSiRICTDN ACTNITY SILALL OCCUR WRMN TIE BAITER ZONE fl E TO SHEET C1 FM BUFTER w1T LOCATEM. 6. TIE CONTRACTOR SHALL SE R6PoN51BLE iDR EROSEM PREVORDN AND SEDMENT — IN ACCMMNCE NTH THE COMPACT DOCUIIENIS. AMO ALL STALE AN'FEDERAL PERMITS T. FOR COSTMKTDM M ANROADS ANO MATES. MU T1DSE AREAS NMESSART FM MSTAUATDN SHALL SE OSNRBEO. THE w113 M DISTURBANCE WLL BE MARKED BV PRgIECi DEUNGTDN FENCINGExTHEM_OFaIMT J V of K Y a ZQ Q F z K Z H g Q R � W W ~ LL Z Q �F Q W O W i (n O � CL J Z (:) Z Q O Q F (E U — Xl.l Z Q O Z `e 0 of V! O � 0 W Q TEN(IMDSNRSEO. BORgI TIE AREA CLEARED/GMIBBED WTMN THE PRDADT SITE —1 SE MINN.ED TO YANTAN EXISTING VEGETATEM VNERE POSSIBLE ALL DSTMBED AREAS SHALL SE RESTORED N ACCMMNCE WITH THE SPECF1GiDN3 AID ORAIMI6 FLIER FA$dC SECTION A -A S II -MG C •SLD 6. M COYRETEO wMx sNNLL BE sEEIXD Aw YNLHED WIIIIM H IIdl16 OF FMSX GRApNC. TNS 5NA L CONCf3TE (%INCRETE BLOC16 STALKED 2 LAYERS MGM W, p6TLMBED AREAS TINT ARE MOT BEND ICINEU WOnEFD SIFY1 SE SiAdIREO N111HM 10 OIRS M BEiO11E A F9RFiA5TED RIRI EVERT WITH 1EYNRARY SFID AND NAM M wnWD. 10. ALL Cd5RN1CMR1 IIAO.NNG EARTH CSTIMSADE SNN1 TAKE %ACE BETrEFIN wY t ANO RTOBER 13. UNLESS 0T11EATI6E AONIOED. A WITH f1L1ER FFABRHWRAPPEp wWRER EPIC PLAN MUSE SE SUBIIRTED FM APPROVAL ro TIE EMOMER BY SEPTEYBW 1! FOR Am CONSTRUCTDN OCCURRw BETWEEN pCTOBR 14 END wY 1. SEEOAy; FM STABIU2ATEM a AREAS FOR NMIFF SHN1 SE COWIETFD BY SEPRNBOF NM-VECETATNE 1 STO LIEUSED DI—� 1 STONE 1 1 STANUTATRNI FAIT ALL ApORDNLL MFAS SNAL SE CMPLETED BY OCIOBER 15 WLf55 AN APPRWEO wNme FP51• MAN S IM DISCO C 11. SEgIpOS ANp 0111FA POLLUUNS COLLELIEO AND REMOVED M THE COUPSE OF TRFATYEM Cf SIDR.IYATER RUNOFT SIMLL BE DISPOSED OF AYAL NOT RESULT IN TIE SEOMIXS M PO AT EEO FEE WATERS OF THE STATE DEPOSAL SR6 SHALL BE SELECRU M REUTNELY LLVEL LORNN A AN RgATDX DISTANCE OF AT LEAST 1W FEET FMILF AN SURFACE WIGS• NCWONG rETI/AlDS. INTNE 13. ProPcl• 41BOODG PTP1Pc1 MOM, REIWJFRESNE R.E.WFRESNE DRM INLET 1 1 e IB IN GS OF R OOCCaRMNG w11 WT BEINGESRCMELY CONiR0UE0 BY THE YF/SURFS SIDWN M TIESE MANS• TIE LDNIRACTDR S.LL ENSURE THAT ME ADO TAW1 EROSION PREVaTDN AND S AMEN CONTR0. MWVRES ARE INSTALLED. ONwn by T.P.KNAPP SECTION I I FILTER F I— 4. FIT ALL DAMAGE CAUSED BY SOIL EROSDN M COSTRUCTDN EWIPYEN! AT M BOORE NE FNO OF FACN WORMING Mr. 1!. TIE EVENT THAT A gSCwNGE 6 GV15NG M wS RLVOILABLE PoIFNINL ro GUISE M CONIPIBUIE TO. A VpIATIM M LATER OWI/1Y CORNECiNE ACigN5— T11M HAVE BEDN M AFE BOMOY TANER. -- — w1FR TO wTa4ROF T E STATEYER SE REPOMED ReWswstl by R.E.WFRESW A,,, —by R.E.WFRESW ROCK BARRIER DROP INLET PROTECTION sEcnoN e e NS � BE � �DA THEE���THE���AFILED7)KM NTEN THE PROBIEY 6 FAST IOd1iE0. a Y —w AN 6. 201] AS SNONM (TEMPORARY PAVED AREAS) NOT ro SCAM CHECK DAM DETAILS MOf ro SDAE 16. INSTALLEp PEMNIEMT ENSM CONTROL MATTRC, NORiN AMERKAN GREON C75Sx M EOM MALL PERWNFN SIDP6 ST®OF THAN WI V. ZONING SUBMITTAL NOT FOR CONSTRUCTION SHEET 3 OF 53 P-: Da w DUFRESNE GROUP \ ROM Dorm iR W -�—n+� emINP MIYmnS 1 CANGULTING ENGINEERS IUEEN Cl" i ® WR R omm ROM PNc FOR oNw� '� uRn NA u.Em ARK R - — - o"�---o®' aHF � roR ro Idlor yrqp DmEENe ullmw \ ONWg� OHw p DMI�`=r0* WA RORNRNI cm ro IFAIE9i .5: JOIN* i.mcs� GONE oDDRD u RLTM W I F cdtluL curtn gwnr W + SO' TO E15/M5 PUMPS 111TDON ilAIM AND INUM i APRRRFMYII.WB 'ID `"`" A' m. m�mwrm WE RIRRR i B `8y ;A IOD•[ OXTINO PMIR. MLSIl. rnMlO. / / ; ; _ MALT. AID E WAPMW. Rur WRa ro : R6DG 16I m OREQ Fls•NI A 2 I CnefRI1C11o11 r.l I I / ( ]F 6 n ��-u . I lolwc rmrw 1e• Iwo tR• � '/ I �___� � y pi � }% I I ro uRte saM oN ' e', Q! 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Cli NVJF.1 eT.A3 RR•-1>3S] / N` I /M ,' ,� / / j v / L>U�� INSTALL TEM,E— RERIRN AND F a 5 1 DMM 1![ / 1R / —R, MR CDNNECIDNS Mf0 N Z /0 -I>R` W I I / I SFOJFj PEE I ® / _PIGDURING LONSIRUCIION QMS Z Q O H i ¢~ J ,o - `` e ` u / /y i / _ 11 \ \ 1\\\� f / I i i rxG°"m"Na'D"slw Y Z w O t f ya M /\•,e'�'� `i 1\\ \ \ \\1 ' / NicF�A°uL'RrsrvR 3 W /�ia i,t d \ -na•� //�dj�/�/f:A /.1z; EvP INr.DurTleA \\\\\`�\ I it I\\\ i / mo w Lu Lu TEMPORARY DH3 RELOCATION PLAN uUU EXI4FNO F MO 1 r\ \ \ 1 I 1 rn / NET ro sr•,F _ (n ' FlLIERED WATEF TANK 1 / I I i-/ ( 1 1 I I I b/ / 1. CONFWLTOR 51MLL TEMPORARILY RELOCATE DMUMIDIRER DHO AS SHOWN AND CONNECF LL T TPn 1 q / 11 I / / %��! % I / PENNER PA' SUPPLY MR AND RETURN MR ING F TEMPORARY POWER F® PROM EXISTING / PoWER PNIEL AND tEMPo E. 5101ML WMMG FROM DOM ENVER. A HUMIDISTATS. ^ 2. CbNiPAC10R SNLLL DRASSEMBIF TENPO— O1] W ND POWER. DH CORRALS ARER 1 1 / ROOM AND RE OF NEW WET WELL AND PUMP ROOM AND REUDGTE DN] TD ROOF OF PoMP ROpI ANO RECONNECT TO PERV.WMi POWER. DUCK. AND CONITtOS. iDE/lam2114 / ^ / \A fto- A1EOD06 \1n2 / I 1 1 I I I i I 1 1 / / I I PFRNPI NIP. RJ=DIIFRESNE 1' Deapn N' R.E.[XI— \\ ♦ ��----�_/ % / l I\ 1 \�� j / I A'� 1 /1 / de-W T.P.N-PP \\ ``\ \ \\ D OWMEA PI0.'R '_-1e4--_ —__� , ,\♦1 \�` t \�n�y7/ O I / Raviaxetl N' R.EDUFRESFE \ \\ -� oved Ey R.ElT1 It. \\ \ \---- ------ — —10- — — ' i `�_'�( / I / NOTES: _ .wAGmn 1. REFER TO SHEET 01 FOR GENERAL NOTES. IEGEND, AND ABBREVNT0N5. AS SEIDYMJ tunnn , 2. REFER TO SPECIFIGA IONS MR SPECIAL CON —AND SEOUENCE OF WOIK. SITE DEMOLITION PLAN 0. OWNER REFAMs R— OF RRSF REP— OF ALL ITEMS DE9GNATED M E ZONING D 1 GRAPHIC SCALE 1•-m' REMavEO. ALL ITEMS NOT DESIRED IN 7N OWNER SHALL eE DISPOSED OF IN X. EX NG GREumc CU �REsa-ie�AµNO w� E- P�IFO READ wr eE SUBMITTAL e REUSED NONG OUEM CM PARR ROAD. IF CONDITION M ACCERABIE W THE I.pT FOR CONSTRUCTION 4 I M 1 ENGINEER. S REFER TO SHEET Cl FOR APP—IIIATE CLEARING U— SHEEI E.'. m GRAPHIC SCALE ------- SITE PLAN DEDUCTIVE ALTERNATE wart-,sA.s swE., _an IJ 1 1� 1 I I I\ 11 A \ / ' 11W YFM ilLW I I \ � \ I � I / IW R POIASN BRWN / srtsw eLFrEn. coN,RAcroR � I I I i Fw�oTR m�AHr�ipNST�Ruc(Uiw ( I i I ' 1 I / I NOTES: RETER ro SNEFT cl FIXt OEHEPIL N016. LEGEND i m R6Df ro SHEEF Fat SRE UIOIlf INFORWTIa i ro sH RVER EEr a FnR ROAOMr RRonLE. S. B SE M NfORWI sIpWN ON MS SHM.. a NC rs UHCI M FOR DE ALiEANATE 8, RESroRE ALL CR sUWF M ro CIARS A RESro MN UN OIHERRSE SHORN. ). CONTWOIOR SHALL AOlI15f ALL VALVE RO% MO MM 51RUONRFS ro FIHSH ORAOE AS NECESSARY. i)G ESNE GROUP CONSUI T,EN�GI�NEE�RS smmtia. v.,�R,Ros+a 5 2Iz z 1 URrm W T.P.%NAPP 1 ZONING SUBMITTAL Cl NOT FOR CONSTRUCTION SHEET 5 OF SJ ° 0 | �\ 13 BOULDERS PLACED AS SHOWN SNOW / ------------- T. J. Boyle Associates, LLC 1001 LDER - PER PLAN OFSLRIRT,DF, /\ Sb B'[RU NFD ERAVEL \BOULDER INSTALLATI(NJ OETA& — COMPACTED EURt'.RADE a0 NTS OMOE DUE TO NLAE— PRACTICES. TH. MAY REOUKE RFMbrNO60L FRgA THE TOP K THE ROOTBALL TO LOCATE TIE ROpTFURE} NOT MORE W HOT PLACE MUCH OME[IvpvD— rnN �— TH SAUCER. SLMIFV 6USCRACE TO ---AMEND BACAFLL AS SPECLED,'REAX UP CLODS AND REMOVE STLlb' T W'AETFl16 Twsruu Laure AHPveKvrxL6mrOCLwMLvnrrLnmorosruerFc OOTMLL xuxs. wTLRw MOMNmEVFiPFX>Errtrocw.ETETxE TREE PLANTING OF/ SLOPE DETAL MK.wwN. MMwRM: NTs NY W11E RASRETVEXCEPT THAT V— IS OF ROOT aAL IPLASTIC E L OOiwPiCUT nHD REMOVE au BUT THAT WHICH Is UNDERPLANTw ».RP.Fn.. rrA.RVLor ur�r..L. rL� P. mLwAre,HF Roora.»s. sw..A.DMB..F.w,RRswRror„�FTww,r•Er�.rw. A.rRr.Tr.wHAPTrAM.ru1rrew.LOP1 TMLOF ""`r°""'OEw ne m�MKAeu< , PRLNE DAMAGED OP BRDREN A—CNE. TREE TIES: T�RE�ETWR�av no'E "'DIED ONE YEAR AFTER PUNnNc�} r HARDM000 SAES ID HDOHT OF TREE OR MN. OF ]Y. suuK nrt rrouRw TxFsuKArt MTwR.nmx LawnorR, R' aKLKs.rRP rw r' AerwvrnrrR rxoecrurmvr: ruTwrtcrwwrML � r T�rtM rMST wsnEx uAEKorremnL.rvwwrnarwoBCM[.wu T- wm rwa REREMOVEDONEYEARAFTE MENTI—ATALL ROO1FWtE SHALL BE PUNTED AT OR SLIGHTLY ABOVE FINAL E D I TONUREERYFTUCTICE6.TMSrMYREOUIRE REMOVING 6CM.FROMMETOPOFTHEROOTReLLTOLOCATEn1E URE} N MULCH. NOT MORE. DO NOT PLACE m urmw+ wLKxwE sue'auHulowrlR aLHwRNOARutwaR. P. AKMR.MIM LKTreo[ortioro TrLmrrN.nc PANDL��ar� - ,A THE Mwa THANK wATBASP Mr.rATESswr. MF PB'NAT www MAMN aw.,.FFFRro,,,.T.w,,,c,s.Lcw.rmFCA,wr,o�M Aro nrFrtinrcrrwrAon�AwR�rrFs �EE FlANTING DETAl RAT �LTREATED mirFc vACAIN6TTRUx. SPFC D.'RFAK UP CLODS AND REMOVE DEB_ AND THE WIRE SRI EXCEPT THAT —CH A UNDERTHEPosEDABOVE THE IE- LEAVE NO FROM TMe TOP I OF ROOTSnu Lac Lis iiwDE of uATURAI FEER. IF euRu'a PLAsrc oR u =` H ATurPL�m rFEwwwrtn Lab N1S 0MU1 DD Pww MF.+X.Ta • Pa'"F'B ""'M'"' "�, TT CWD - FILTERED WATER TANK ....._ mwBe waM•OM`yR.r.YMPMM. Dsal Roz.Rse.Dsss NaY,r..a4r..Nwr d.sNNRe Landscape Details TANK SECTION & ELEVATION PAIL H 1/D• - 1' DG DUFRESNE GROUP CONSULTENGINEERS DOME RING PRESTRESS PRECAST DOME WIRE AND SHOTCRETE PANEL COVER sRM1NaeM.vnm+aal5a e..+. ^b4AA•••se+m+ INF. AS REO'D12I IS DOME RADIUS:84'-0" 4" 2'2" DOME REF. LINE EL 212.92 PRECAST CONCRETEDESIGN LIQUID LEV0. EL 212.DO WALLPANEL7-J 11�3 STEEL DIAPHRAGMPRESTRESS WIRE COREWALL SHOTCRETE F 3 MIX o0 REINFORCING AS REQUIRED WIRE COVER SHOTCRETE B TYPICAL EACH LATER G 1 1.3 MIX COVER COAT SNOTCREFE i 1:4 MIX z - 1"CL MINIMUM COVER 0 to 4"CL WIRE COVER rc� SS SEISMIC CABLE INSIDE TANK RADIUS = 4'- " TYPICAL p5 STEEL DIAPHRAGM PRECAST WALL PANEL 6 TYPICAL TANK WALL PRESTRESS g DETAIL w RAKE FINISHSECTION PIPING AND APPURTENANCES TO M"+ _ $ ENGINEER. SEE CIVIL SHEETS. fL OF 9" PVC WATERSiOP €e INCRETE SURFACES SHALL �' DIA . 6" LG. TAMOSFAL AND ONE COAT TREK HD ANCHOR BY 4. HE EXPOSEDEXTERIOR WALL SIMPSON STRONG TIE EO'DLLI 0 ONE FOOT BELOWGRADE FlNISH FLOOR MATS OF TAMMSCOAT SMOOTH. B" WATERSTOP VINF 17.DOLLI CTED BY OWNER. REINF. ASREO'D DUROMETER PAD 11"CL r 4" w O Z Co. �2 I CL 1 —� u� to)Q I— 5 1'-3" 1•_g• w 0 Q 111 H 2 poe LLI p ••: >• NO E q � Z 3" 2 6• SEEE NOTE 3 LLLOLLL cwl CL I"' 4'-8"-F1'-B" 6 MIL POLYETHYLENE REINF. AS —'D Z_r E•• Q ao LuWZ AS REO'0 M+ Q IL NOTES: U F Fn 1. THE TANK FLOOR SUB SHALL RECEIVE A BULLFLCAT AND/OR A FRESNO FINISH. (n 2. THE TOP OF THE DOME RINC AND DOME SLOTS SHALL RECEIVE A UGHT BROOM FINISH. Q 3. FOUNDATION AND FLOOR CONCRETE. Fc 4.000 psi. U DOME, COVE AND WALL CONCRETE, Yc 4,OD0 psi. w FINISH GRADE COREWALL ANO WIRE COVER SHOTCRETE, Fc - 4,6DO psi, 1:3 MIX. VARIES. REFER TO CIVIL SHEETS COVERCOAT SHOTCRETE, f'c - 4,500 Psi, 1:4 MIX. EL ALL REINFORCING SHALL BE GRADE 60. 4. FOOTING REINFORCING SWILL BE DETERMINED BY TANK DESIGNER. 5. REFER TO CONTRACT DOCUMENTS FOR LEVELING BASE SPECIFICATION. COMPACTION REQUIREMENTS, AND FOUNDATION PREPARATION. LEVEUNG BASE MATERIAL SHALL BE prgen# 4180008 PROVIDED BENEATH THE TANK FLOOR, FOOTING AND BOTTOM OF PIPE ENCASEMENTS. B.FOOTING EXTENSION SHALL BE LOW STRENGTH CONCRETE 4'-6" MINIMUM WIDTH P-1-1 Mgr. R.EZUFRESNE CENTEREDO ON FOOTING BOTTOM. BOTTOM OF FOOTING EXTENSION SHALL EXTEND TO sg by T.P.KNAPP A DEPTH APPLICABLE FOR FROST PROTECTION AND TO MEET ALL STATE AND BUILDING CODE REQUIREMENTS. Ors —by T.P.KNAPP Rsv I6y R.E.DUFRESNE WALL SECTION APP—Jby RE.OUFRESNE NIS S 1 Dale .IAN 6, M17 Scale AS SHOWN ZONING C �I 0� PRECADT PRESI TANK RUvAND DETAILS SUBMITTAL J I 1POVI PREPARED ANO PROApED BY DN T TANKS f# 11 iFk ROAD. WARFSIFLD. Ely O1Ba0 NOT FOR CONSTRUCTION SHEET _ theOther Paper • otherpapervt.com • March 2, 2017 • 19 a a ft a x t put—% " � 'L'f :1 — LINGTON FAMILY CENTER Toddler/Preschool Paced Hike holds Thursdays, 9:15 a.m. amilies Join the SBFC and Hike It Baby South Burlington ation at for a weekly toddler/preschool paced hike to the s many Whales Tails. Meet at the Planet Fitness parking cs, cars, lot on Community Drive for some outdoor fun! yis also Check the SBFC Facebook page for cancellations ;round. due to extreme weather. )up is a ity, find Saturday Family Playtime ke new Saturday: 9:30-11 a.m. Le when March 11, 18, and 25 tore in- Looking for some weekend fun? Join this free BurIFC playgroup for families with children ages 0-6 years, older siblings welcome, where children have the opportunity for indoor and outdoor fun. Nature trails await, along with toys, crafts and room to explore. sports. For more informa- uthburlingtonro tary. org. MOUNTAIN CLUB HIKE: e Green Mountain Club of their weekend winter 'his Saturday is a moder- difficult "Mystery Trip." C hikes and outings are I open to all, members or ntact trip leader Wes Volk -e information, wesvolk@ om, 802-355-4135. 'PHONE/TABLET CAM- ORKSHOP: 3:30-5 p.m. enior Living Community, i Drive, enter through the irking lot entrance. Tech - For Tomorrow (T4T) hosts Shop on how to operate lone, tablet, or computer Discover how to take, dit, organize, and send Includes a humorous look .ew social trend of taking Bring your device. Free m to the public. For those zg at the Pines, email or !gister: info@tech4tomor- or802-448-0595. ME Ilk �3111RTZTZW PROSTATE CANCER SUPPORT GROUP: 6-8 p.m. Hope Lodge, 237 East Avenue, Burlington. The ChamplainValley Prostate Cancer Support Group meets the second Tuesday each month for general discussion and sharing among survivors, those beginning or re- joining the battle, as well as wives and partners. All discussions are informal and refreshments are available. For more information, contact Mary L. Guyette RN, MS, ACNS-BC vmary@aol.com, 802- 274-4990. IRISH GENEALOGY RESEARCH: 7 p.m. Vermont Genealogy Li- brary, Hegeman Avenue, Fort Ethan Allen, Colchester. Ed Mc- Guire presents his talk, "Finding Your Irish Roots," which intro- duces participants to a brief his- tory of Irish immigration to North America and discusses of some of the major resources for Irish ge- nealogy research, online, locally and in Ireland. Free and open to the public. For more information: 802-238-5934, www.vt-fcgs.org/ vtgen.html. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD-= The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575;Dorset Street, South Burlington, Vermont on Tuesday March 21 2017 at 7:60 P.M. to consider the following: 1. Conditional use application #CU-17-02 of Champlain Water District for approval to allow an accessory structure (water storage tank) to exceed the height of the principal structure by 32 ft., 403 Queen City Park Road. 2. Appeal #AO-17-01 of Burlington International Airport (BIA) City of Burlington (COB) appealing the issuance of Notice of Violation #NV-17-01 by the Administrative Officer alleging a' zoning violation at 3060 Williston Road. 3. Appeal #AO-17-02 of Burlington International Airport (BIA) / City of Burlington (COB) appealing the issuance of Notice of Violation #NV-.17-02 by the Administrative Officer alleging a zoning violation at Valley Road (quarry north of M60 & 3064 Williston Road). 4. Preliminary & final platapplication #SD-17-04 of Synergy Development, LLC to amend a previously approved planned unit development consisting of three (3) single family dwellings on three (3) lots. The amendment consists of adding one (1)` single family dwelling to lot #3, 7 Chaplin Lane. Bill Miller; ChairSouth Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. ' March 2, 2017 rAMN Dim =111 Seasonal jobs available: Gardening Assistant For full job descriptions Grounds Keepers and application nn—. c,,,-.,;, CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 280' — day of February , 20 17 , a copy of the foregoing public notice for Conditional Use and Site Plan Applications [type of applicati ' onj 4CU-17-02 and #SP- 17-12 (application numberl, was sent by U.S. mai 1, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of- way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V. S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Green Mountain Power, 2154 Post Rd, Rutland, VT 05701 I-lumane Society of Chittenden County, 142 Kindness Ct, So. Burlington, Wr 05403 Hannaford Brothers, PO Box 1000, Portland, ME 04104 364 QCP Road LLC, 66 Central Ave, So. Burlington, VT 05403 James Diehl, 10 Jackson St, Essex Jct, VT 05452 Sugartree Properties LLC, 779 Center Rd, Middlesex, VT 05602 Michael Royer & Gyllian Rae Sensson., 396 Queen City Park Road, Burlington, V'1'05401 Dated at South Burlington Itown/cityl, Vermont, this 281h day of February '2017. Printed Name: Champlain Water District. c/o Joe Duncan, PE Phone number and email: 802-864-7454 x126. joe.dLinean(Lchaml2lainwater.org Signature: Date: 02/28/17_ Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Se ulh Burlington Sample Cerfificum of Service Form, Rev, 1-2012 Champlain Water District Peter Jacobs Water Treatment Facility 403 Queen City Park Road, South Burlington, VT List of Abutting Property Owners As of February 27, 2017 South Burlington 911 # Unit Street Owner Mailing address City State Zip 303 QUEEN CITY PARK RD GREEN MOUNTAIN POWER CORP 2154 POST RD RUTLAND VT 05701 142 KINDNESS CT HUMANE SOCIETY OF CHITTENDEN COUNTY 142 KINDNESS CT S BURLINGTON VT 05403 935 SHELBURNE RD HANNAFORD BROTHERS P O BOX 1000 PORTLAND ME 04104 Burlington 911 # Unit Street Owner Mailing address City State r Zip 364 QUEEN CITY PARK RD 364 QCP ROAD LLC 66 CENTRAL AVE S BURLINGTON VT 05403 378 QUEEN CITY PARK RD JAMES DIEHL 10 JACKSON ST ESSEX JCT VT 05452 388 QUEEN CITY PARK RD SUGARTREE PROPERTIES LLC 779 CENTER RD MIDDLESEX VT 05602 396 QUEEN CITY PARK RD MICHAEL ROYER & GYLLIAN RAE SENSSON 396 QUEEN CITY PARK RD BURLINGTON VT 05401 ,�FIf CHAMPLAIN WATER DISTRICT f�E a, ii�f Dedicated to Quality Water & Service t'rt +` First In The Nation - Excellence In Water Treatment, Partnership For Safe Water Date: February 17, 2017 To: Ray Belair, City of South Burlington From: Joe Duncan, PE, Champlain Water District �- RE: Application for Site Plan Review and Conditional Use/Variance/Miscellaneous Application for the Development Review Board (DRB) Project Narrative CWD Filtered Water Storage Tank and Wet Well Expansion Champlain Water District (CWD) is proposing to construct a new 1.0 million gallon (MG) prestressed concrete filtered water storage tank and wet well expansion at our existing water treatment plant located at 403 Queen City Park Road. The new 1.0 MG filtered water storage tank is being constructed to provide redundant disinfectant contact volume at the treatment plant required for public health and welfare. The expanded wet well is being constructed to provide additional volume for pumping the filtered water from the filters to the filtered water storage. Please find attached the following documents for the above referenced project: • Completed Application for Site Plan Review • Completed Conditional Use/Variance/Miscellaneous Application for the DRB • Existing and Proposed Building Heights Sketch • List of Abutting Property Owners • Landscape Planting Schedule • Four (4) full-sized, one (1) reduced (11"x17"), and one (1) digital copy of the following plans: o Figure 1- Project Location Official City Map (8 %2" x 11") o Figure 2 - Project Location on Zoning Map (8 %" x 11") Q Figure 3 - Project Location on Overlay Districts Map (8 %" x 11") Q Figure 4—Overall Site Plan o GI —General Notes, Legend, and Abbreviations o G2 — Layout Plan and Boring Locations Q G3 — Erosion Control and Sedimentation Prevention Details Q D1—Site Demolition Plan o C1—Site Grading and Surface Plan o L-100 - Landscape Plan o L-200 —Landscape Details o S1— Precast Prestressed Concrete Water Storage Tank Standard Details CWD is proposing to begin construction in April 2017 and complete the project in December 2017. The estimated construction cost of the filtered water storage tank and wet well expansion is $2,101,500, with the value of the buildings being $1,100,000 and the value of the yard piping, site work, and other costs 4 0 3 Q u e e n C i t y P a r k R o a d - S o u t h B u r l i n g t o n, V T 0 5 4 0 3 T e I e p h o n e( 8 0 2) 8 6 4- 7 4 5 4 - F a x: ( 8 0 2) 8 6 4- 0 4 3 5 w w w. c h a m p I a i n w a t e r. o r g being $1,001,500. CWD is proposing to include an additional $18,937 in landscape plantings for this project. During preparation of the application, the following items were discussed with Planning & Zoning Department staff. They are presented below for consideration during the permit review. 100' Potash Brook Stream Buffer The 100' Potash Brook stream buffer is shown on the project plans. Under this project we will be clearing trees back to the 100' stream buffer. The 100' stream buffer will not be disturbed as part of this project and we are not proposing any fill or other work in the buffer. During construction we will have the contractor mark out the 100' buffer limit with orange safety fence to prevent encroachment into the buffer. Stormwater CWD has a NPDES Permit No. 3-1161 for filter backwash discharge to the Potash Brook. This permit provides for BOD, TSS, Turbidity, Chlorine, Phosphorus, Nitrogen, Zinc and pH discharge limits. Process water generated from clarifier and filter backwashes discharges to the multiple lagoon basins located on the southern portion of the CWD treatment plant site. The majority of the stormwater generated on the site and off Queen City Park Road is directed to these settling lagoon basins. This settling lagoon process, including the acceptance and treatment of site/City stormwater, has been functioning since the original facility's construction in 1973. The waste streams discharged to the lagoon basins, including site stormwater, have always been historically documented in CWD's NPDES permit reporting applications. CWD continues to monitor the treated lagoon basin discharge at the outlet of the basin prior to discharge to the Potash Brook per the NDPES permit. The proposed Filtered Water Tank (FWT) and Wet Well improvements project includes the addition of two new catch basins with flow also directed to the lagoon basins. This is consistent with CWD's historical practices and current operations. The lagoon basin discharge is monitored for BOD, TSS, turbidity, and Phosphorus which are key parameters of concern when evaluating stormwater discharges. The addition of the discharge from the two proposed new catch basin structures does not change the current site and lagoon operations and the lagoon basins will continue to be operated in their current configuration to meet the requirements of CWD's existing NPDES permit. For the proposed FWT and Wet Well Improvements project a stormwater operating permit is not required nor is a modification of the existing NPDES permit. New Curb Cut CWD is proposing to relocate the existing curb cut to east of the existing Pine Street intersection. There will be a gate at this entrance which will remain locked except for emergency vehicle access, large maintenance equipment access, and snow plowing. Access to and from this curb cut will be very limited and also very non -routine. Staff will access site parking from the existing western curb cuts. This will improve site security by limiting vehicle entrance points. There has been a history of vehicles careening off Pine Street onto our site and shifting the new curb cut to the east will continue to buffer the CWD site from vehicles intentionally or unintentionally entering the site. The proposed curb cut does allow for direct line of site between vehicles exiting left off Pine Street and vehicles exiting the new curb cut, which is similarly effective as squaring up the intersection. There is also an existing power pole and guy wire directly across from the Pine Street intersection which presents challenges in locating the new curb cut directly across the intersection. Upon your review, please don't hesitate to contact us with any questions. Champlain Water District Peter Jacobs Water Treatment Facility 403 Queen City Park Road, South Burlington, VT List of Abutting Property Owners As of February 15, 2017 911 # Unit Street Owner Mailing address City State Zip 303 QUEEN CITY PARK RD GREEN MOUNTAIN POWER CORP 2154 POST RD RUTLAND VT 05701 142 KINDNESS CT HUMANE SOCIETY OF CHITTENDEN COUNTY 142 KINDNESS CT S BURLINGTON VT 05403 935 SHELBURNE RD HANNAFORD BROTHERS P O BOX 1000 PORTLAND ME 04104 CWD - FILTERED WATER TANK AND WET WELL PLANTING SCHEDULE Trees Qty. Code Scientific Name Common Name Size Sec Remarks wholesale installed 6 MBW MALUS'Bob White' Bob White Crabapple 2" cal. B&B $ 175.00 $ 2,625.00 8 MSS MALUS'Spring Snow' Spring Snow Crabapple 2" cal. B&B $ 175.00 $ 3.500,00 5 AB ABIES balsamea Balsam Fir 10' Ht. B&B $ 225.00 $ 2,812.50 16 TPGG ITHUJA plicata'Green Giant' Green Giant Western Arborvitae 19 Ht. B&B 12' O.C. $ 250,00 $ 10,000.00 sub -total $ 18,937.50 Boulders Q Size Sec Remarks wholesale installed 13 1 113oulder I I 2.5'x2.5'x3' nom. Sourced from Whitcomb Quarry S 200.00 1 $ 6,500.00 Total Landscape Plantings: $ 18,937.50 Total Boulders: $ 6,500.00 City of South Burlington � Official Map (Citywide) Legend M Connnutrr Ralf Station 'Q Nr+./Ch.ngrd Raid Metvo,k 1 1nn3lYufsrurl R-1 Recre.tbn rnth. _ lkslicafnf F mmt ",o ong Reemanpn P.,h Faixhbg Trail PmMwed 1.111 or Trail Comrtwp open land [wlI((�Oal>a' Inanntimtal k Agrlrnlntrel Proprnad P.rk L Op Sp— KwUng Park arnl Open Spode Rnad Crntrrtirs• Rail" 7u hta:l Bbbtdnry- aw} t't$.btan t inrlt ryuals tarn feet u.a5 u5 t oi,.a,..rr.r..b..�..,tr.r�b...«r.mr.,a.rr � - 'i•t �;L rt , .xma+.txrt _ t 1 W �MmM Varw�tl.aelea'aatll.ra'T nr tar rr I 1.� MgrrW4)rJrr bO'�wrm 0.9"r gnrl+rnrs.b rrM ` - rxCerf ar+rrntr^e'r I BMax.LMwv bpovan>.inlMrx oYw•6ar[M :.1 M1 Paamfr r3rH••Uocwnd mrpngru4rs.e mabrr • Ourwi.bnti.x�• rrdrrwns nuf.wlrw..s. rrrsvYbara�'.axwrd NObwr Nrn p•�prrh vx nu+rnn s�. ptlr. renal +Pa.tlw OaYrr ra�ie,n,rSa.s�.waw werw w+IM.Pw•ert••lrxruux Irrttw4• aw/wrbrW anrri+eY a W ratla r �.rr. b a..a•hcN d r� arrrrv.ar n+l.vr r,rtl+• oaef6rerw•bo.+raPrannJ�lM�R wrro.s rrd a .rosrrar..ms...rs�.r rrwr.s.. +sc w..rw Heae .r.r M1a..r v..r hev •tn Y.vv.v r Y rw.rwnr u.Murny.�u�Wnyrr./-..r Nru.aw.r d• Krnlui�t]9.r09rbsru.na+bbYrbm•hoee wW/M. rl twei ..eww Y•xYmv.d'nw Xx�fwvl rrlM9e�r w Updated March 21. 2016 hV Coy of South Burhvoo CWD FILTERED WATER TANK & WET WELL PROJECT NO. 4160006 DG DUFRESNE GROUP CONSULTING ENGINEERS FIG 1 PROJECT MJR. TPK PROJECT LOCATION ON SCALE ASSHOWN Suite 200, 56 Main Street OFFICIAL CITY MAP Springfield, Vermont05156 DATE JAN., 2017 Tel: (802) 674-2904 Fax: (802) 674-2913 E-mail: info@dufresnegroup.com Home page:—dufresnegroup.com SOUTH BURLINGTON, VERMONT DRAWING NO. FIGURE 1.dwg E _2- M r C cV Zoning Map South Burlington, Vermont Effective April 11, 2016 D'aar`_�_ - = a:x u —1—­ Tr -1 T�rarcc._T—aa$[r, s ettl limofcr r-.t�t ie 05"iat 2c®ne al;r.o- . .l-�s�A. an wEr_-creae - rap.. z+c tkT .-I �uas _ rQwmvac. Ti. aae_—he+.x.'.:z br a nuns; 2v[r m[3 m :::3m�x niea Lei[ e 9:xi 12 of ,tc 5c� burr .; n lami Pnduomax R[gu[uucns. � � PROJECT LOCATION Zoning Districts 3 Residential Discrlets —_. Resi3r-r^ai I F[sideo3a3 I - licsidct:a5 Residential 7 ®Res 7-Neighborhood Commercial j Residential 12 Lakeshore Neighborhood Queen City Park Form Basted Code Districts \\ Transect "Gone I ® Transeet Zone 3 t Transect ]one 3 Plus i.- Ttanseet Zone 4 Mwausect Zone 3 I— Manekipal & InsmMicnal Disai.� Sluni ipal - Park & Recreation \` CInterstate Highway Owrlap Institutional & Agricultural -North Commercial Districts Institutional & Agricultural -South RZ Commercial I - Residential 12 Southeast Quadrant Subdistriets is Commercial I - Umited Retail Natural Resource Proteetfon Commercial I - Residential 15 Neighhorl ..I Resideodal North Commercial I - Airport Industrial and Airport Districts [—f Neighborhood Residential Commercial I - Automobile '._-`' Mmed Industrial & Connnerical Neighborhood Residential Transition Commercial 2 Airport Village Commercial 'Swdt Street ® Airport Industrial o Village Residential Allen Road F__1 Indumdal & Open Space DUFRESNE GROUP CONSULTING ENGINEERS Suite 200, 56 Main Street Springfield, Vermont 05156 Tel: (802) 674-2904 Fax: (802) 674-2913 E-mail: info@dufresnegroup.com Home page: w .dufresnegroup.com CWD FILTERED WATER TANK & WET WELL FIG 2 PROJECT LOCATION ON ZONING MAP SOUTH BURLINGTON, VERMONT PROJECT NO. 4160006 PROJECT MJR. TPK SCALE AS SHOWN DATE JAN., 2017 DRAWING NO. FIGURE 2.dwg LIJ U_ Overlay Districts South Burlington, Vermont 1'.ffCCtiVC .tune 27, 2016 Lcgcnd Tmlrk -\lalnr bxrv,vrnN Lunr 1 11,0 \'alum, Muduvy 4xmrru> 7­ 2A, 20. 1( 1'1(x)d Plain Overlay Dim rkt View Protection Zones 0 nm.r, Park WlxJnul; Mr,d . N".,h ® li+nnburg-A mnnh \pr.+\Irrrr RiJRr 0116ah 0-6y Districts H •— h.n>,1 M,ub Tr. nut (hrlt+) IN —I ,N,F.,. Appmach(. h, Hr minnul Nrcum m Narerh.xlY Tnc N-1 M,Rndo- R.-.IJ, PROJECT LOCATION ,11 t I Ihu'lalmrr' I he xrmn/.d inl.lnu.,l.+n prrxnl.J nJrlcnnmrJ lq n, wnr.r> lrnv>uJ.wti>nmc uuv c>nY lht CiYv nl s,mh Bu,linl;hm i, noY n>Iw+n.Jrlr I,u rhmr. �e,nYhm,nl.m-Yhr-Rr.n,nJ Yxan.in.an Mrc.�hrJ ln. n.prcum. amV.v wnrT>Inrcly>xrcJ wnr{un rn(x mapn wn,r„nr wr J.a,nr,rx+n ..u.,nnr.nai,�r F,w.n. i hi. mup IJualhn Ihr prc,rn« ..I Iumrc,..+nJ may ,M+, w• rc6rx.a.hgr, brrwrcn kAurr,, hnln,>Iwurryl.,,tmrm hx amrycd mhrt nuunn n'b"F nngan,hn \t,n mwGtrA h, AI Hnnrlxr¢ ucw. lrr(.1� 111 4 {R dn. u• 1'lnlr l ­xchnmr N.nvn \ 111 1'IH DUFRESNE GROUP CONSULTING ENGINEERS _0G Suite 200, 56 Main Street Springfield, Vermont 05156 Tel: (802) 674-2904 Fax: (802) 674-2913 E-mail: info@dufresnegroup.com Home page: w .dufresnegroup.com CWD FILTERED WATER TANK & WET WELL FIG 3 PROJECT LOCATION ON OVERLAY DISTRICTS MAP SOUTH BURLINGTON, VERMONT PROJECT NO. 4160006 PROJECT MJR. TPK SCALE AS SHOWN DATE JAN.,2017 DRAWING NO. FIGURE 3.dwg �- EX GRADE EL. 162.00' rlln !lC nlr%Al rA 1.11/ _-,i_II1=1i AVG EX GRADE EL. 164.00' PROPOSED FINISH GRADE EL. 176.00' EX GRADE EL. 168.00' SCALE: 3/32" = 1'-0" r/'11J /'1C C\/ rA All/ EL. 182.00' CHAMPLAIN WATER DISTRICT FILTERED WATER STORAGE TANK AND WET WELL EXPANSION EXISTING AND PROPOSED BUILDING HEIGHTS 02/17/17 JJD CWD r HIM" south Jurlington PLANNING & ZONING Permit # - -1 office se only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ❑x Request for a conditional use ❑ Request for a variance ❑ Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax#): Champlain Water District, 403 Queen City Park Road, South Burlington, VT 05403 Phone: 802.864.7454 2) LOCATION OF LAST RECORDED DEED (book & page #) Book 104, Pages 371-375 and Book 1344, Pafzes 185-187 3) APPLICANT (name, mailing address, phone, fax #) Champlain Water District, 403 Queen City Park Road, South Burlington, VT 05403 Phone: 802.864.7454 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Joe Duncan, PE, Champlain Water District, 403 Queen City Park Road, South Burlington, VT 05403 Phone: 802.864.7454 x126 a. Contact e-mail address: ioe.duncan(a�champlainwater.ori� 575 Do rset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) PROJECT STREET ADDRESS: 403 Queen City Park Road, South Burlington, VT 05403 6) TAX PARCEL ID #: 1430-00403 & 1430-00503 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Detached accessory structure (a new 1.0 MG precast prestressed water storage tank) that has a height (54') greater than the existing primary structure (Water Treatment Plant building, 22' height). This request for a conditional use is being jointly filed with an application for site plan review. b. Existing Uses on Property (including description and size of each separate use): The existing use is a water treatment plant. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): The proposed use remains unchanged from the existing use. d. Total building square footage on property (proposed buildings & existing building to remain): Existing Buildings: 57,728 sf; New Tank: 908 sf; New Wet Well: 2,348 sf; Total New SF: 3,256 SF; New Overall SF: 60,984 sf e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): The proposed detached accessory structure (water storage tank) ank) height is approximately 54 feet The existing_primary structure (Water Treatment Plant building) has a height of 22 feet f. Number of residential Units (if applicable, new units & existing units to remain): N/A g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): No new employees will be added in association with these improvements. h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): The Transit and Floodplain Overlay Districts cross through the property. There are no effects to these districts Conditional Use /Variance /Miscellaneous Application Form. Rev. 12-2011 8) LOT COVERAGE a. Total parcel size: 605,484 Sq. Ft. b. Buildings: Existing 9 % / 56,628 Sq. Ft Proposed 10 % / 60,984 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 26 % / 156,816 Sq. Ft. Proposed 28 % / 169,884 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 9 % / 54,560 Sq. Ft. Proposed 9 % / 54,560 Sq. Ft. e. Total area to be disturbed during construction: 69,620 Sq. Ft. * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ 1,100,000 b. Landscaping $ 18,937 (plantings) c. Other site improvements (please list with cost): Yard piping, parking lot, driveway relocation, and all associated site work $1,001,500 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): No change 11) PEAK HOURS OF OPERATION 7 am- 5:30 pm 12) PEAK DAYS OF OPERATION Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE December 2017 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Joseph J. Duncan, PE, CWD ATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have review d this application and find it to be: COMPLETE ❑ Incomplete The applicant orperm ittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Conditional Use /Variance /Miscellaneous Application Form. Rev. 12-2011 Joseph Duncan From: Joseph Duncan Sent: Thursday, February 16, 2017 3:46 PM To: 'rbelair@sburl.com' Subject: Applications and Fees Attachments: C103 site plan application 12-2011.doc; C103 DRB_CU_Variance_Misc_app_12-2011.docx Ray: I've completed the conditional use form and updated the site plan application based on today's meeting. If you notice any issues with either completed form please let me know. I'd like to confirm fees for when I need to request a check for the application. Based upon my read of the application fee schedule I calculated the following: Site plan (DRB review) Application Fee Recording Fee: Per non-residential sf: Conditional Use Application Fee Recording Fee: Total: $791.60 $275.00 $13.00 $325.60 (3,256 sf x $0.10) $165.00 $13.00 Please let me know whether or not I accounted for all the applicable fees. Thanks. I appreciate your assistance with these applications. Joseph J. Duncan, PE, F.NSPE Director of Projects & Programs/Chief Engineer Champlain Water District Dedicated to Quality Water and Service P 802.864.7454 x126 C 802.233.6909 First In The Nation - Excellence In Water Treatment, Partnership For Safe Water 1 Joseph Duncan From: Joseph Duncan Sent: Friday, February 17, 2017 12:38 PM To: Ray Belair Subject: CWD FWT & Wet Well P&Z Applications Attachments: C103 site plan & conditional use application 02_17_17 JD.PDF; C103 SB P&Z application check request 02_17_17 JD.pdf Ray Attached is a PDF of the Application for Site Plan Review and Conditional Use/Variance/Miscellaneous Application for the DRB. I will be dropping off the following hardcopies to the City today: • One (1) set of completed applications • One (1) set of reduced size plans • Four (4) sets of full size plans I have placed the attached check request and it should be ready by Wednesday February 22"d at which point I will hand deliver it to the City. If there are any issues or concerns with that please let me know. Please don't hesitate to contact me with any questions. Thanks and have a good weekend. Joseph J. Duncan, PE, F.NSPE Director of Projects & Programs/Chief Engineer Champlain Water District Dedicated to Quality Water and Service P 802.864.7454 x126 C 802.233.6909 First In The Nation - Excellence In Water- Treatment, Partnership For Safe Water 1 Joseph Duncan From: Joseph Duncan Sent: Friday, February 17, 2017 12:38 PM To: Ray Belair Subject: CWD FWT & Wet Well P&Z Applications Attachments: C103 site plan & conditional use application 02_17_17 JD.PDF; C103 SB P&Z application check request 02_17_17 JD.pdf Ray Attached is a PDF of the Application for Site Plan Review and Conditional Use/Variance/Miscellaneous Application for the DRB. I will be dropping off the following hardcopies to the City today: • One (1) set of completed applications • One (1) set of reduced size plans • Four (4) sets of full size plans I have placed the attached check request and it should be ready by Wednesday February 22"d at which point I will hand deliver it to the City. If there are any issues or concerns with that please let me know. Please don't hesitate to contact me with any questions. Thanks and have a good weekend. Joseph J. Duncan, PE, F.NSPE Director of Projects & Programs/Chief Engineer Champlain Water District Dedicated to Quality Water and Service P 802.864.7454 x126 C ( 802.233.6909 First In The Nation - Excellence In Water Treatment, Partnership For Safe Water PROPOSED FINISH GRADE EL. 176.00' EL. 182.00' - I EX GRADE _ AVG EX GRADE EL. 168.09 EL. 164.00' EX GRADE EL. 162.00' SCALE: 3/32" = 1'-0" 0 GRAPHIC SCALE N FEET ) EXISTING TREES EXISTING SIDEWALK TO REMAIN EXISTING BIKE RACK TO INDUSTRIAL PAavu,..., v Z SNOW STORAGE/ /e�\�J 0 oa HANDICAPo PARKING SPACES I ICI RAW I v�i i — WATER I -- STORAGE EXISTING -� ❑ DUMPSTERS 7777 r .. HYDRANT (TYP) BE ELIMINATED I PIAN �n.P�' rn _Z NEW PAVED ACCESS DRIVE NATE yr a I WING ACES QUEEN NEW GATE CITY P RK ROAD EXISTING TREES TO REMAIN Qyr � I TO ROUTE 7 )ED - - WET WELLS AND I PUMP ROOM m ISNO_ E / I /SNOW / STORAGE— / 1 EXISTING PETER L. JACOB WATER TREATMENT I FACILITY NE .O MG %� 170 APPROXIMATE i a WATER I BOUNDARY OF LANDS STO GE j �I OWNED BY CHAMPLAIN CATCH PARKINGPAVED AREA T NK I WATER DISTRICT BASIN (7 SPACES) (TYP), ? APPROXIMATE PROPOSED 1 �tLd l CLEARING LIMITS \ DOWNCAST / LIGHTING PAVED '"1 // / / I I (TYP OF 4) ANp PPKKiNG J� / NEW TREES, SEE \ I I I \ � LANDSCAPING PLAN (TYP) I I I EXISTING 1.0 ASNOWSJ'''4 I I WATER �/ I STORAGE I¢ OX, EXISTING EDGE )I I \\ I 1 TANK I 1 EDGE OF WOODS 1 ! WOODED (WALL 4RRY) 11 I \ '-I— TRANSIT OVE LAY NEW BURIED SITE I DISTRICT BOU ARY / I STORM DRAIN AND PROCESSOVERFL PING, OTYPPDRAIN � EXISTING QUARRY 100POTASH BROOK 0 / 1 / I I STREAM BUFFER woopeD / --- II GRAVEL _— --- II DRIVE J / . � . • ^\ ' � / 1 l I WOODED � � I 100-YEAR FLOOD ZONE BOUNDARY WOODED POTASH BROOK TO I _ '--- LAKE CHAMPLAIN SNOW GARAGE \ sTaL�w ,t EXISTING DRAINAGE MAINT. PIPE (TYP) \ WOODED TO NOTES: 1. EXISTING PARCEL: OWNER: CHAMPLAIN WATER DISTRICT SIZE: 13.9 ACRES / 605,484 SQUARE FEET ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15 2. PARKING: EXISTING: 32 SPACES (INCLUDING 2 HC) ELIMINATE 5 EXISTING SPACES CREATE 7 NEW SPACES TOTAL PARKING POST -PROJECT: 34 (INCLUDING 2 HC) 3. EARTHWORK: APPROXIMATE 7,SOO CY (FILL) im DUFRESNE GROUP CONSULTING ENGINEERS Suite 200, 56 Main Street Springfield, Vermont 05156 Einall: IM4�tluhesnegrnuPcom Web:—du6esne9raup.c4m Spmgfield, W. Tel W2) 674-2904 Fsx: (802) 67 -2913 aene, W.Tef.(602)4]9.3fi9B—(602)479-2261 SL.kJ, Uly, VT. Te1:(802) 746a605 FB%:(I-)7 512 Mer.—, W. Tel: (602) 7668291 Fax (602) 76 316 D—n. Gmee I. oem4a by weeene a Aeepgeleo. PC ��Pr4�ixrr.6p=�0a: * i NO, 5078�s ''k Pt\\\ CIV O'�A£;bEwaiq.'' r ti\K• rn z W 0 0 J J Z Q H U) d z p'0 LU Z Qh LU O 1--~z VJ J zW CL Q _cr (5LU J J � J CO LU o > O LL Project# 4160006 Project Mgr. R.E.DUFRESNE Design by T.P.KNAPP Drawn by Z.C.FERGUSON Reviewed by R.E.DUFRESNE Approved by R.E.DUFRESNE Date FEB. 17,2017 Scale 1" = 50' ZONING F IG 4 SUBMITTAL NOT FOR CONSTRUCTION SHEET 1 OF 1 ml CIVIL GENERAL NOTES 1. TOPOGRAPHICAL SURVEY PERFORMED BY DUFRESNE GROUP IN 2016. VERTICAL DATUM IS NAVD88. THE ENGINEER WILL PROVIDE AN AUTOCAD FILE FOR USE BY THE CONTRACTOR. 2. ALL EXISTING UTILITIES WERE LOCATED USING THE BEST AVAILABLE INFORMATION. THE LOCATION OF PIPES, DUCTS CONDUITS, AND OTHER UNDERGROUND STRUCTURES SHOWN HERE ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL UNDERGROUND STRUCTURES ARE SHOWN. ALL UNDERGROUND UTILITIES MUST BE LOCATED AND MARKED DURING THE PROJECT. 3. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATION TO VERIFY LOCATIONS AND SIZES OF EXISTING PIPING, PRIOR TO INSTALLATION OF ANY SEGMENT OF WORK. CONTRACTOR SHALL USE EXTREME CAUTION TO PREVENT DAMAGE TO EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL UTILITIES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. ALL REPAIRS TO DAMAGED UTILITIES SHALL BE MADE BY THE CONTRACTOR, USING MATERIALS APPROVED BY THE ENGINEER, AT NO ADDITIONAL EXPENSE OF THE OWNER. 4. PRIOR TO BEGINNING OF WORK THE AREA TO BE DISTURBED SHALL BE STRIPPED OF TOPSOIL AND STORED AND PROTECTED FOR USE IN RESTORATION OF THE SITE. ALL TOPSOIL ON THE PROJECT BELONGS TO THE OWNER. ANY ADDITIONAL TOPSOIL MUST BE SUPPLIED AND INSTALLED BY THE CONTRACTOR TO COMPLY WITH THE RESTORATION REQUIREMENTS. 5. THE PROPOSED IMPROVEMENTS WILL BE INITIALLY LAID OUT AND STAKED OUT BY DUFRESNE GROUP. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN THE THREE DIMENSIONAL CONTROL OF THE SITE USING A COORDINATE SYSTEM AND ELEVATION THAT EXACTLY COINCIDES WITH THE DESIGN DRAWINGS. 6. GENERALLY DARK OR HEAVY LINE WEIGHT REFERS TO NEW OR PROPOSED IMPROVEMENTS. NORMAL FONT OR LIGHT LINE WORK REFERS TO EXISTING FACILITIES. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NEW OR PROPOSED ITEMS, 7. CONTRACTOR SHALL VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND ELECTRIC, CABLE AND TELEPHONE LINES AND TAKE NECESSARY PRECAUTIONS IN STRICT ACCORDANCE WITH OSHA STANDARDS DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT THE LOCAL POWER UTILITY AND TELEPHONE UTILITY REGARDING ANY NECESSARY SUPPORT OF ANY UTILITY POLES DURING CONSTRUCTION. LOCAL ELECTRIC UTILITY IS GREEN MOUNTAIN POWER. LOCAL PHONE UTILITY IS FAIRPOINT COMMUNICATIONS. 8. ALL WORK SHALL BE DONE ON LANDS OWNED BY CHAMPLAIN WATER DISTRICT OR IN THE PUBLIC RIGHT-OF-WAY OR EASEMENT AREAS. 9. CONTRACTOR TO ERECT SAFETY BARRIERS AS SPECIFIED AND LIMIT CONSTRUCTION ACTIVITIES TO THE CURRENT ACTIVE AREA. 10. CONTRACTOR TO USE EXTREME CAUTION WHEN EXCAVATING NEAR BUILDINGS AND OTHER STRUCTURES. 11. WHEN REPLACING STRUCTURES AND/OR CONNECTING TO EXISTING PIPING SYSTEMS, CONFIRM EXISTING LOCATIONS, SIZES AND ELEVATIONS OF INVERTS PRIOR TO ORDERING PRE -CAST STRUCTURES. 12. THIS PROJECT IS CLASSIFIED AS A LOW RISK PROJECT UNDER THE CONSTRUCTION GENERAL 3-90-20 STORMWATER PERMIT. THE CONTRACTOR SHALL COMPLY WITH STATE OF VERMONT WATER QUALITY DIVISION REGULATIONS, INCLUDING THE EROSION PREVENTION AND SEDIMENT CONTROL REQUIREMENTS FOR A LOW RISK PROJECT. 13. ALL GRASSED AREAS WILL BE RESTORED WITH CLASS A RESTORATION AS SPECIFIED UNLESS OTHERWISE SHOWN. CONTRACTOR IS RESPONSIBLE FOR REMOVAL, CARE & REPLANTING OF ALL PLANTINGS AND SHRUBS DISTURBED DURING CONSTRUCTION. 14. CONTRACTORS SHALL COORDINATE WITH DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION. 15. LISTING OF ADAPTERS, FITTINGS, NIPPLES, ETC. IS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. ADDITIONAL MATERIAL MAY BE REQUIRED. MECHANICAL JOINT SOLID SLEEVE COUPLINGS WITH WEDGE TYPE RETAINER GLANDS WILL BE REQUIRED FOR CONNECTION TO EXISTING MAINS. FLEXIBLE COUPLINGS ARE NOT ALLOWED. 16. MINIMUM VERTICAL CLEARANCE BETWEEN NEW UTILITY MAINS AND ALL EXISTING UTILITIES, EXCEPT SEWERS AND STORM DRAINS TO BE SIX (6) INCHES AT CROSSING LOCATIONS. SEE WATER AND SEWER SEPARATION NOTES ON THIS SHEET. 17. ANY EXISTING WATER AND SEWER SERVICES WILL BE REPAIRED OR RELOCATED AS NECESSARY IN ORDER TO MAINTAIN SERVICE. THE UTILITY OWNER WILL ASSIST IN THE LOCATION AND MARKING OF THESE SERVICES BUT THE CONTRACTOR MAY BE REQUIRED TO CONDUCT EXPLORATORY EXCAVATION AS REQUIRED. 18. ALL BURIED WATER MAINS SHALL BE POLYETHYLENE WRAPPED CLASS 52 CEMENT LINED DUCTILE IRON MECHANICAL JOINT PIPE. PUSH ON PIPE IS NOT ALLOWED ON THIS PROJECT. 19. ALL MECHANICAL JOINT FITTINGS, VALVES AND HYDRANTS SHALL INCORPORATE A MEGA -LUG RETAINER GLAND INSTEAD OF THE COMMON FOLLOWER GLAND. 20. MECHANICAL JOINT RESTRAINTS SHALL BE USED WHERE WATER MAIN VALVES WILL BE SUBJECTED TO SERVICE PRESSURES ON ONE SIDE BEFORE BEING FULLY INCORPORATED INTO THE DISTRIBUTION SYSTEM. 21. WATER MAINS TO HAVE 6 FEET MINIMUM COVER UNLESS OTHERWISE STATED OR SHOWN ON THE PROFILES. WHEN 6 FEET OF COVER CANNOT BE MAINTAINED 4" RIGID BOARD INSULATION SHALL BE USED. DEPTH COVER SHALL NOT BE LESS THAN 4 FEET EVEN WITH INSULATION. 22. CONTRACTOR IS RESPONSIBLE FOR FLUSHING, PRESSURE TESTING AND DISINFECTING ALL NEW WATER MAIN. CHLORINE INJECTION POINTS SHALL BE INSTALLED WHERE REQUIRED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION AND REMOVED UPON COMPLETION OF TESTING. CONTRACTOR TO DISCUSS PROCEDURES WITH ENGINEER PRIOR TO COMMENCEMENT OF TESTING. REFER TO SPECIFICATION SECTIONS 00810 (SPECIAL CONDITIONS) AND 02510 (DUCTILE IRON PIPE AND FITTING FOR POTABLE WATER) FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 23. ALL PIPE TO BE ABANDONED SHALL BE DRAINED OF WATER AND REMOVED. REMOVED PIPE SHALL BE DISPOSED OF BY THE CONTRACTOR. 24. CONTRACTOR SHALL ENSURE UNINTERRUPTED ACCESS TO THE WATER TREATMENT FACILITY BY THE CHAMPLAIN WATER DISTRICT THROUGHOUT CONSTRUCTION. REFER TO SPECIFICATION SECTION 00810 SPECIAL CONDITIONS FOR SPECIFIC INSTRUCTIONS AND REQUIREMENT RELATED TO THE CONTRACTOR'S WORK PLAN, INCLUDING SHUTDOWN PROVISIONS. 25. CONTRACTOR SHALL NOT IMPEDE THE OWNER FROM MAINTAINING FLOW TO AND FROM THE WATER TREATMENT 8 FACILITY THROUGH OUT THE PROJECT DURATION. J s 26. REFER TO SPECIFICATIONS SECTION 00810 (SPECIAL CONDITIONS) FOR INFORMATION AND REQUIREMENTS REGARDING CONTRACTORS WORK SEQUENCE, INCLUDING, SHUTDOWN DURATION, TESTING REQUIREMENTS, AND SITE ACCESS. 27. TECHNICAL SPECIFICATIONS PROVIDE NECESSARY INFORMATION AND ARE PART OF THE CONTRACT DOCUMENTS FOR THIS PROJECT. 28. SOIL BORING PERFORMED BY QCQA LABS. REFER TO SPECIFICATIONS FOR SOIL BORINGS LOGS AND GEOTECHNICAL REPORT. 29. NO PARKING OR STAGING WILL BE ALLOWED IN THE QUEEN CITY PARK ROAD RIGHT OF WAY. 30. CONTRACTOR SHALL PUT IN PLACE A BICYCLE AND PEDESTRIAN DETOUR TO MAINTAIN PEDESTRIAN TRAFFIC FLOW ON THE SOUTH SIDE OF QUEEN CITY PARK ROAD DURING THE CONSTRUCTION PERIOD. WATER AND SEWER SEPARATION 1. PARALLEL INSTALLATION: WATER MAINS AND WATER SERVICES 'SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SANITARY SEWER OR FIVE (5) FEET FROM ANY STORM SEWER. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2. CROSSINGS: WATER MAINS OR WATER SERVICES CROSSING SEWER PIPES (SANITARY OR STORM) SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER PIPE. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS ABOVE OR BELOW THE SEWER PIPE. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. LOCAL VALVE OPERATION 1. EXISTING AND PROPOSED VALVES SHALL OPEN LEFT OR COUNTER CLOCKWISE. OPERATION OF VALVES WILL BE PERFORMED BY THE UTILITY OWNER'S STAFF ONLY. 2. ALL INTERCONNECTIONS TO THE EXISTING SYSTEM CAN ONLY BE MADE WITH THE WRITTEN PERMISSION OF THE FIELD ENGINEER. W EX MAIN GARAGE EXISTING PETER L JACOB WATER TREATMENT FACILITY R�TO INDucTnia, � _._ EXISTING ---- EDGE OF PAVEMENT -- - - - - - - - - - --- -- EDGE OF GRAVEL DRIVE MAJOR CONTOUR - 502 - - ---- - MINOR CONTOUR _-------_-___= CULVERT - - PROPERTY LINE - - - - - DITCH - - WATER WAY W W WATER MAIN S -5 S SEWER MAIN GAS - GAS GAS LINE CURB 0 GATE GUARD RAIL FENCE BUILDING a SIGN HYDRANT GATE VALVE BUTTERFLY VALVE (NORMALLY CLOSED) APPROXIMATE BOUNDARY OF LANDS OWNED BY CHAMPLAIN WATER DISTRICT t I FIL ERE WATER l II N5WPARKING STORAGE TANK NEWHEADWALL \ ~/ - AIEA I \ I \ NEW EX NDED / WET WE LS AND EXISTING PUMP R OM / QUARRY / l > I / / \ EXISTING 1.0 MG I I / / t l FILTERED WATER I u _ STORAGE TANK cd % �/ / h 00 \ a / �? 'f^\1 i PROJECT LOCATION PLAN SCALE: i"=100' NOTE: YARD PIPING IS NOT SHOWN FOR CLARITY (NORMALLY OPEN) ® WATER MANHOLE ® SEWER MANHOLE CONTROL POINT ryV-�/1 TREE LINE o 0------- STONE WALL O -- UTILITY POLE/GUY WIRE p LIGHT POLE SOIL BORING �( TREE, TREE STUMP ABBREVIATION LIST -01D v 0 OPOSED EDGE OF PAVEMENT - ROAD CENTER LINE �- 500 MAJOR CONTOURS 4 502 MINOR CONTOURS BUILDINGS W -W WATER MAIN GAS - GAS - GAS LINE D - D STORM DRAIN CURB - - - - - - - - - - - - - FOUNDATION DRAIN NO -MOW STRIP SIDEWALK PAVED SURFACE N BUTTERFLY VALVE FZI7y PIPE FITTINGS ® DRAIN MANHOLE DRAINAGE DIRECTION ® CATCH BASIN TREE LINE ,J/ / / ,/ I/V �` E%. PIPE OR STRUCTURE TO BE ABANDONED OR REMOVED m DETECTABLE WARNING SURFACE 872.0 O- SPOT ELEVATION CLEANOUT STRUCTURE r'y-y-yW1 CLEARING LIMITS BFV BUTTERFLY VALVE LP LIGHT POLE BLD BUILDING MAR MANUAL AIR RELEASE BM BENCH MARK MH MANHOLE BRK BROOK MIN MINIMUM C/o CLEAN OUT MJ MECHANICAL JOINT CB CATCH BASIN MON MONUMENT CI CAST RON MSL MEAN SEA LEVEL CIP CHLORINE INJECTION POINT MIN MONITORING WELL CL CENTER LINE OPP OVERHEAD POWER CM CORRUGATED METAL PIPE OPT OVERHEAD TELEPHONE CONC CONCRETE OH OVERHEAD WIRE COR CORNER PC POINT OF CURVE CPP CORRUGATED PLASTIC PIPE PCC POINT OF COMPOUND CURVE CTS COPPER TUBING SIZE PE PLAIN END CU COPPER PL PROPERTY LINE D STORM DRAIN LINE I POC POINT ON CURVE DI DROP INLET POR PORCH DI DUCTILE IRON PPC PLASTIC PIPE CULVERT DIA DIAMETER PVC POLY VINYL CHLORIDE DST DISTANCE PVMT PAVEMENT DR DRIVE RCP REINFORCED CONCRETE PIPE ED EDGE RO ROAD EL/ELEV ELEVATION RED REDUCER BOG EDGE OF GRAVEL S SANITARY SEWER EOP EDGE OF PAVEMENT SMH SEWER MANHOLE FH FIRE HYDRANT SS SOLID SLEEVE FLG FLANGE SP SPRING FT FEET ST STREET GRID GROUND STA STATION GR GUARD RAIL SW STONE WALL GV GATE VALVE TBM TEMPORARY BENCH MARK HDPE HIGH DENSITY POLYETHYLENE TEL TELEPHONE HSE HOUSE TOE TOE OF SLOPE HW HEAD WALL i TOP TOP OF SLOPE HYD HYDRANT TYP TYPICAL ID INSIDE DIAMETER/DIMENSIOI UB UTILITY BOX INT INTERSECTION UG UNDERGROUND INV INVERT I UGE UP UNDERGROUND ELECTRIC UTILITY POLE IP IRON PIPE ( UR UTILITY RISER W WATER LINE W/BOX WITH BOX WSO WATER SHUTOFF WINWASTEWATER (PROCESS WASTE) SECTION IDENTIFICATION NUMBER (TYPICAL) DIRECTION OF SECTION SECTION TITLE (TYPICAL) _ 5 j 2 SECTION 52 / P) SCALE: 1/2" = V-0" SECTION IDENTIFICATION S NUMBER (TYPICAL) ` SECTION SCALE 2 SHEET NUMBER WHERE PLAN IS LOCATED P4 SHEET NUMBER WHERE REQUIRED IF SECTION IS SECTION IS LOCATED THROUGH MULTIPLE PLANS (TYPICAL) SECTION IDENTIFICATION SECTION LINE SYMBOL DETAIL IDENTIFICATION NOT TO SCALE SYMBOL DETAIL NOT TO SCALE ZONING SUBMITTAL NOT FOR CONSTRUCTION UUr KCJIVC UKUUI' CONSULTING ENGINEERS 56 Main Street, Suite 200 Springfield, Vermont 05156 E-meil: iMo�auhesne9rauP.4om Web: w,va.a- r.9-P..m Spfrgfidd, Vr. Tel: (802) 674-2904 Berta. VT. Tel (B92) 41 IIW StJ bu W. Tel:(EC2) 74a8605 MencbaM Vr. Te1'.(W2) 768E291 Dwe-Gm P K-ree 6r d,rreeea a A,�odelaa Pc J D r^ J z vJ a �z �� JO Q � uJ Z W > Q FQ- [-- W O� Qj zCL Co ao ci�0 0W WZ J z Q U­ !Wn V I Project # 4160006 Project Mgr. R.E.DUFRESNE Design by R.E.DUFRESNE Drawn by T.PXNAPP Reviewed by R.E.DUFRESNE Approved by R.E.DUFRESNE Date JAN 6, 2017 Scale AS SHOWN SHEET 1 OF 53 \ - TO INDUSTRIALPARKWAY i PINE STREET /BO l i \ n ^ro I I N 710195.3 j QUEEN CITY 1 1453742.3 I PARK ROAD I \ EXISTING SIDEWALK N� / / I I / 0+0_ p I / E 145382T.4 I �/ N 710189. E 145374 . \ 1453822. / / N 184R30.0_ r ,F 11 742.8 / /� E 1 21. �, r 168.5 BASE BIDS WN, EFER TO ETAIL � A� / R60.0 / 4 774. THIS SHEET, R CgDUCTNE TERNATE / / -- N 10169.6 / /� O SD ' � �� \ - - - - E 1 3-/12.6 / p' 7 �71011 �// 176 14537B3.3 c 21 / B- 710 t".9 ^ / / E J453744.4 PR PO DWET l l 8 1 / 1 0 B R80.0 I LL ELLS l I � III h k m N 710066 B-11� ANK C NTxyE ® E 145x. IN 11 E 1453 71 0. / i / I / PROPO 61.0 M / 1 EXISTINGWATER I I y FILT ED WATE / 1 TREATMENT FACILITY I J / 2 0 / S STORAGE TAN 1 6FLOOR ELEV: 175d OVERFLOWEL/F�/.� I a, 212.0'LL B-tor N 7100� E 145O N 71 0�Y ob E 145 1 Z) / 1-6 I / \_N 7t OD2I!r6 '7j6D30.1 E 14 3747.5 1453727.5 / N 709985 E 145366 /-_-17 II I 0 \\\ 1b \E 1 537 09 0. \ ) E 1453662.4 \ I N 709957.7 01 0 E 1453§82.5 O / -174-- i// 6 99 1' EXISTING FILTERED \ \ WATER STORAGE TANK \ /� j// j/ / / i - / \ I 1 ( \ /�j//✓/ / / / / / f 0/ / /� 9- 4 / I E 114�3 09.6 g�-- N 709863.0 E 1453565\9 \\ \__--------� �_164--N-709858 LOCATION TO \ E 145369Ti 4 BE FIELD, \ \ _ _ .-. - � CONFIRMED\ \ N 709846.& - WITH ENGINEER7453616 I /� _N 7098`�1.9 / \ \ N 709839.7�----- ----- E 1453701.0,\1 //\\ \`-E-1-453(rt!'{0 g GRAPHIC SCALE Q LAYOUT PLAN AND BORING LOCATIONS NOTES: 1"=20' 1. REFER TO SHEET Gi FOR GENERAL NOTES, LEGEND, AND AB REVIA 2. ALL COORDINATES ARE REFERENCED TO VERMONT STATE PLA E. 3. BORING LOGS ARE PROVIDED AS AN APPENDIX TO SPECIFICA IONS. 4. REFER TO SHEET Ct FOR SITE GRADING AND IMPROVEMENTS PLAN. 5. REFER TO SHEET C4 FOR YARD PIPING PLAN. / I � s /A /I / g )PO ED 1'.0MG pERED WATERZ ORAGE A JR ELEN: 'LOW EL A 212.0' NOM. 0 A: ALTERNATE ZONING SUBMITTAL NOT FOR CONSTRUCTION CONSULTING ENGINEERS 56 Main Street, Suite 200 Springfield, Vermont 05156 E-11 iMo�dueesne9roup.com Web: w.we.duhesne9roup.com spnn,Wd, vr. TN: a02) 6742 UM, vr. Ta: (902)meas99 SL JOMsbury, W. T.: (882) 149 11 Mancbesler, Vi. Tal'. (802)-291 a G-is arced by Gu9esne a Ae---. PC w z a O N J S Q O (n pY W Z zQ O Q z F U z O W g � oz OD IL �� �LU �� o F IL J m Project# 4160006 Project Mgr. R.E.DUFRESNE Design by R.E.DUFRESNE Drawn by T.PXNAPP Reviewed by R.E.DUFRESNE Approved by R.E.DUFRESNE Date JAN 6, 2017 Scale AS SHOWN G2 SHEET 2 OF 53 SILT FENCE ON DOWN -GRADIENT SIDE n TEMPORARILY SEED WITH RYE AND APPLY MULCH CONSTRUCT SHALLOW TRENCH AROUND MOUND TOPSOIL STOCKPILE NOT TO SCALE STOCKPILE EXCESS TOPSOIL I--1 2H:1V SLOPE 2H:1V SLOPE OR FLATTER a OR FLATTER GRADE o i CONSTRUCT DIVERSION BERM USING COMMON FILL AND COMPACTED CUT OR FILL SLOPE ITH EARTH -MOVING EQUIPMENT. SEED/MULCH IMMEDIATELY AFTER CONSTRUCTION DIVERSION BERM -CROSS SECTION A -BERM HEIGHT: 1.5' B-BERM WIDTH: 2.0' C-FLOW WIDTH: 4.0' D-FLOW DEPTH: 8" SIDE SLOPES: 2:1 OR FLATTER PLACE FILTER FABRIC AROUND THE CONCRETE BLOCKS TO PREVENT CRUSHED STONE FROM ENTERING OPEN AREAS OF BLOCKS. PLACE CONCRETE BLOCKS AROUND THE DRAINAGE STRUCTURE SO THAT OPEN AREAS OF BLOCKS ALLOW FLOW TO REACH THE GRATE. PLAN CRUSHED STONE (1-1/2" DIA. MIN.) FILTER FABRIC CONCRETE CONCRETE BLOCKS STACKED 2 LAYERS HIGH BLOCK SHALL BE WRAPPED WITH FILTER FABRIC FLOW 1 142" CRUSHED 1 STONE II1ll1111111111-I DROP INLET-IIIIIIIIII SECTION ROCK BARRIER DROP INLET PROTECTION (TEMPORARY PAVED AREAS) NOT TO SCALE 50' 7MOUNTABLE BERM EXISTING 8" (MIN) (OPTIONAL) PAVEMENT EXISTING GROUND GEOTEXTILE TYPICAL CONSTRUCTION ENTRANCE PROFILE ;TING EMENT GEOTEXTILE UNDER 12' TYP. (ONE -LANE) STONE FILL 24' TYP. (TWO-LANE) FILL MEETING THE REQUIREMENTS OF GRADE TO DRAIN DIRECTION EMBANKMENT MATERIA IN DIRECTION OF 8.. OF SURFACE OPTIONAL SURFACE FLOW RUNOFF FLOW CULVERT °,in1\°d(„ W/x\ Y/A\\ n �� ' \ /a\\Y/n\VYn\V/n\V//),V (SEE NOTE 7)-1 1'r",^" BOTTOM A,1KV L7:2 SLOPE TYP. OF DITCH SPACING VARIES DEPENDING ONCHAN, w NEL SLOP w w CUTOFF TSAME ELEV. RENCH 18" WIDE, 6" DEE N r SPACING(FT)= HEIGHT OF CHECK DAM(FT) SLOPE IN CHANNEL (FT/FT) PROFILE A z 1.5 MIN g GROUND LINE f a B 1.1. I, FILTER FABRIC DITCH BOTTOM CUTOFF TRENCH B DESIGN BOTTOM SECTION A -A 2 2 ~ 1 1 < N 1 i io 18" I I FILTER FABRI (� SECTION B-B CHECK DAM DETAILS NOT TO SCALE TYPICAL CONSTRUCTION ENTRANCE SECTION CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE EROS APPLICATION NOTES: A. THE PURPOSE OF A STABILIZED CONSTRUCTIO ENTRANCE IS TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY 0 STREETS. GENERAL NOTES: 1. STONE SIZE - USE CLEAN STONE WITH GRA TION BETWEEN 2 INCHES AND 4 INCHES. 2. LENGTH - 50 FEET (MIN) 3. THICKNESS - 18 INCHES (MIN) 4. WIDTH - 12 FEET (MIN) 5. GEOTEXTILE UNDER STONE WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE AS DIRECTED BY THE ENGINEER. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. PROPOSED DRAINAGE PIPES SHALL BE SIZED VhTH SUFFICIENT CAPACITY TO CARRY DITCH FLOWS. ALTERNATIVE WAYS OF TRANSPORTING DITCH gRAINAGE ACROSS CONSTRUCTION ENTRANCES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER. B. WHEN WASHING OF VEHICLE IS NECESSARY, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT GREAT ENOUGH TO CAUSE WATER TO LEAVE THE CONSTRUCTION SITE. 10. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 11. AT THE TIME OF REMOVAL OF THE STABILIZED CONSTRUCTION ENTRANCE THE DISTURBED AREA SHALL BE REPAIRED AND STABILIZED. STAKE FABJER MAXIMUM SLOPE LENGTH SLOPE STEEPNESS BETWEEN SILT FENCE (H:V) ROWS (FEET) F= 2.1 25 6 IN. GRADE 3:1 50 4I75 1 OR FLATTER 100 4 INSTALLATION OF PILT NOT TO SCALE ON AND SEDIMENT C_ONTRO 1. A NOTICE OF INTENT HAS BEEN SENT TO THE DEPARTMENT OF ENVIRONMENTAL CONSER ATION OF THE STATE OF VERMONT THAT INDICATES THIS PROJECT IS A LOW RISK SITE. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WIT THIS PERMIT AND ALL REQUIREMENTS. THE CONTRACTOR SHALL POST A COPY OF THE NOTICE OF AUTHORIZATION WHICH IS CONTAINED IN THE SPECIFICATIONS. 2. THE MAXIMUM DISTURBED AREA ALLOWED UNDER THIS PROJECT AT ANY ONE TIME IS 2.0 ACRES. AREAS MUST BE STABILIZED IN ACCORDANCE WITH THE HANDBOOK TO ASSURE THE MAXIMUM DISTURBED AREA AT ANY ONE TIME IS LESS THAN 2.0 ACRES. 3, EROSION PREVENTION AND SEDIMENT CONTROL ON THE SITE SHALL BE COMPLETED IN ACCORDANCE WITH 'THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL" HEREIN REFERRED TO AS THE "HANDBOOK." 4. DETAILS AND NOTES ON THIS DRAWING REPRESENT MINIMUM SUGGESTIONS ONLY. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE COMPLIANCE WITH ALL PERMIT REQUIREMENTS AND TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR SPECIFIC EROSION PREVENTION AND SEDIMENT CONTROL MEASURES USING THE METHODS SHOWN AS DESCRIBED IN THE HANDBOOK FOR COMPLIANCE UNDER CONSTRUCTION GENERAL PERMIT 3-9020. 5. CONTRACTOR SHALL CLEARLY DELINEATE 100-FOOT STREAM BUFFER ON EAST SIDE OF PROJECT AREA WITH FLAGGING AND SILT FENCE (AT A MINIMUM) . NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE BUFFER ZONE. REFER TO SHEET 01 FOR BUFFER LIMIT LOCATION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION PREVENTION AND SEDIMENT COIJTROL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ALL STATE AND FEDERAL PERMITS. 7. FOR CONSTRUCTION OF ANY ROADS AND UTILITIES, ONLY THOSE AREAS NECESSARY FOR INSTALLATION SHALL BE DISTURBED. THE LIMITS OF DISTURBANCE WILL BE MARKED BY PROJECT DELINEATION FENCING. EXISTING VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE LEFT UNDISTURBED. THE AREA CLEARED/GRUBBED WITHIN THE PROJECT SITE SHALL BE MIN141ZED TO MAINTAIN EXISTING VEGETATION WHERE POSSIBLE. ALL DISTURBED AREAS SHALL BE RESTORED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS. 8. DURING CONSTRUCTION, AREAS OF COMPLETED WORK SHALL BE SEEDED AND MULCHED WITHIN 48 HOURS OF FINISH GRADING. THIS SHALL INCLUDE CUT OR FILL SLOPES. 9. DISTURBED AREAS THAT ARE NOT BEING ACTIVELY WORKED SHALL BE STABILIZED WITHIN �10 DAYS OR BEFORE A FORECASTED RAIN EVENT WITH TEMPORARY SEED AND MULCH OR MATTING. 10. ALL CONSTRUCTION INVOLVING EARTH DISTURBANCE SHALL TAKE PLACE BETWEEN MAY 1 ND OCTOBER 15, UNLESS OTHERWISE APPROVED. A WINTER EPSC PLAN MUST BE SUBMITTED FOR APPROVAL TO THE ENGINEER BY SEPTEMB R 15 FOR ANY CONSTRUCTION OCCURRING BETWEEN OCTOBER 15 AND MAY 1. SEEDING FOR STABILIZATION OF AREAS FOR WINTER SHALL BE COMPLETED BY SEPTEMBER 15, NON -VEGETATIVE STABILIZATION FOR ALL ADDITIONAL AREAS SHALL BE COMPLETED BY OCTOBER 15 UNLE AN APPROVED WINTER EPSC PLAN IS IN PLACE. 11. SEDIMENTS AND OTHER POLLUTANTS COLLECTED AND REMOVED IN THE COURSE OF TREA MENT OF STORMWATER RUNOFF SHALL BE DISPOSED OF IN A MANNER THAT WILL NOT RESULT IN THE SEDIMENTS OR POLLUTANTS ENTERING WAT RS OF THE STATE. DISPOSAL SITES SHALL BE SELECTED ON RELATIVELY LEVEL TERRAIN WITH AN ISOLATION DISTANCE OF AT LEAST 100 FEET FROM ANY SURFACE WATERS, INCLUDING WETLANDS. 12. DUST SHALL BE CONTROLLED IN ALL AREAS USING WATER AS NEEDED. 13. IN THE CASE OF SIGNIFICANT RUNOFF OCCURRING WITHOUT BEING EFFECTIVELY CONTROL ED BY THE MEASURES SHOWN ON THESE PLANS, THE CONTRACTOR SHALL ENSURE THAT THE ADDITIONAL EROSION PREVENTION AND SEDIMENT ONTROL MEASURES ARE INSTALLED. 14. REPAIR ALL DAMAGE CAUSED BY SOIL EROSION OR CONSTRUCTION EQUIPMENT AT OR BE ORE THE END OF EACH WORKING DAY. 15. IN THE EVENT THAT A DISCHARGE IS CAUSING OR HAS REASONABLE POTENTIAL TO CAUS . OR CONTRIBUTE TO, A VIOLATION OF WATER QUALITY STANDARDS, THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION SHALL BE NOTIFIED IMMEDIATELY OF THE PROBLEM AND THE CORRECTIVE ACTIONS THAT HAVE BEEN OR ARE BEING TAKEN. DISCHARGES OF TURBID WATER TO WATERS OF THE STATE MUST BE REPORTED WITHIN 48 HOURS TO THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. A WRITTEN REPORT FULLY DESCRIBING THE VIOLATION, INCLUDING THE SOURCE, THE CAUSE, HOW THE PROBLEM WAS ADDRESSED, AND THE TIMETABLE, ALL SHALL BE FILED WITHIN SEVEN (7) DAYS OF WHEN THE PROBLEM IS FIRST IDENTIFIED. 16. INSTALLED PERMANENT EROSION CONTROL MATTING, NORTH AMERICAN GREEN C758N OR (QUAL, ON ALL PERMANENT SLOPES STEEPER THAN 3H:1V. ZONING SUBMITTAL J NOT FOR CONSTRUCTION DUFRESNE GROUP CONSULTING ENGINEERS 56 Main Street, Suite 200 Springfield, Vermont 05156 E-1: IM.Bdrr7..eea,.w.wm W.E:-dw..n.9.uP. Sqi 9Wd, Vr. Td: (8W) 67429N eeiro, Vr. To(802)4]& a SL Jahnebury, VT. Tel:(002) 748 05 Vmn eler, W. Tel IBM) 76aa281 PC � m N 3 `3 0 a �® o N s3 i O '� w K -6 w a � � � o tK ff rr a z Lu o i� N O rr Q t €k � J J F- UF- N p otS LU LUY Z >Q� Z LU Q 3� W 2� UW J LL z O z Z Q LU U) z � J Z Q OO LU Z Q 0 Oz 0W 0 c ct�G LLI 0 LLI U) Project # 4160006 Project Mgr. R.E.DUFRESNE Design by R.E.DUFRESNE Drawn by T.P.KNAPP Reviewed by R.E.DUFRESNE Approved by R.E.DUFRESNE Date JAN 6, 2017 Scale AS SHOWN G3 SHEET 3 OF 53 } F-- C() W \I REMOVE EXISTING PAVEMENT 3 i / AND SUBBASE \ / FILTER M7 FILTER M2 FILTER 3 / ,, UMffS OF PAVEMENT REMOVAL " f y ® / REMOVE EXISTING CURB TO LIMITS SHOWN. TYP OHW------_. 000sa U11115 OF CI1RB REMOVAL i ARKn 3 / off y _ _ oHW — p p (OR TO NEAREST NEXT JOMR) ARK , i o _ OHWj-_' I\ REMOVE TO EXISTING SIDEWALK AND SUBBASE LIMITS SHOWN O* I LIMf1S OF CURB REMI (OR TO NEAREST NEXT JOINT)� CONC. ALK LIMITS OF ARESTSIDEWALK REMOVAL I m N� � - _� _ _ I (OR TO NEAREST NEXi .- y 328 wr / W �— W ME OHW I01 `" . TYP 2 LOG110NS ;TRICAL 30 TO HS W 97 CAP EXISTING 24� FILTERED M'�� H \ W '/ JOM 7CENNTER WATER QUALITY LAB /MS PUMPS �`" - WATER MAIN AND REMOVE PIPING i _ W / C AS SHOWN s V - REM(NE EXISTING PAVEMENT IN THIS AREA REGRADE Y C, SUBBASE. AND RESURFACE �, EXISTING GAS PIPING, METER, AND _ _ _ _ PER CIVIL DRAWINGS ' APPURTENANCES IN BE REMOVED �' /I 1^ / WATER ! AND RELOCATED BY OWNER PRIOR EXISTING GATE TO BE TREATMENTQUALITY LAB W TO CONSTRUCTION '' ' / - - _ ro`b - OWNER PRIOR TRANSMsSION REMOVED BY TO MS \, ! i ,. , ,._ � TO START OF CONSTRUCTION � - I I CONTROL CENTER y/ S PUMP / [:-�RIIIER SA— $ J 7 \ 9 O$ I� .REMOVE EXISTING PIPING. VALVES, FITTINGS, METER VAULT, AND E(NIIPMENT. I_ / I / / EXISTING UTILITY POLE AND # �°°"` . /� - B-2 GUY WIRE TO BE RELOCATED BY OWNER PRIOR TO 162 I .--/ // I // IFEI CONSTRUCTION I _ REMOVE EXISTING ACCESS CdR FFE=16 24"PINE / ,/ /I iRANSM15510N REMOSYSTEMS BACKVE EXISTING UMRS SHOWN ON � / �/' I ,/// I / I DIRECTOR / I PROCESS DRAWINGS. / / c 100' POTASH BROOK I STREAM BUFFER / 16"0 FW CE177.0 OVER i/ 1 1 """'-'8�4 ' B_g EXISTING DEHUMIDIFIER DH3 TO BE G_ - ,/ //8-10,/ TEMPORARILY RELOCATED BY CONTRACTOR 18"m BW CL174.0 // I\ J, TO LOCATION SHOWN AND TEMPORARILY CONNECTED TO EXISTING AIR, ELECTRICAL,YY� / AND CONTROLS SYSTEM DURING NSTRUCT CO AS SHOWN ON TEMPORARY REFER TO SHEET C4 FOR REMOVE EXISTINO g1RB TO DH3 RELOCATION PLAN ON THIS SHEET. 0 / I / / INTERCONNECTION LOCATION / LlrgpyyN, TYp ,' TEMPORARY LOCATION FOR DH3 AND LIMITS OF PIPE REMOVAL / 1',�/\� �V j,(( / V6'L / / DURING CONSTRUCTION \� _176 V CAP EXISTING 24' \ WATER MAIN AND WATER TANK AS SHOWN �^ CB DRAIN VALVE 1./I /% // / 1 I RIM=173.45 3 , l I� / 18" CMP IN RIM=1 V.IN=167.43 CB / ^c / o 73.23 ,� / / / F'_ 1 fP W.I Y= r57 F I ( REMOVE EXISTING CATCH BASIN / j i / INSTALL TEMPORARY RETURN AND >V\� / / I AND 12' STORM DRAIN PIPE / 19 / / _174� L/ STONE PILE / SUPPLY AIR CONNECTIONS INTO / / / / I / / BUILDING DURING CONSTRUCTION °C$ O o A!�//� / // �13 ,/ / END OF EXISTING O'Z SUPPLY AIR, LU~H > PROVIDE TEMPORARY >a CONNECTION EXISTING SUPPLY YAIR DUCT AS - Z� NECESSARY FOR Q ° \ DURATION OF /y / I \ // y1��1/ /� / /,•`5 N- \ \\ 6'p ) \ / a 12i CPP INV.OUT=1�64. `\ \ 'I I \ _ /' CONSTRUCTION Q W / �174''' •� // / / �/ / / \ \ I 'LIMITS of PAVEMENT AND Kx1Re `\ \\ \ i I ! _ ' ' TEMPORARY DH3 RELOCATIO PLAN F 1 EXISTING 1 MG REMOVAL ) / /\ \ \ \1 \ I I w / NOT TO SCALE -I E O \ �/ / -/-' / FILTERED WATER TANK •�1 1 1. CONTRACTOR SHALL TEMPORARILY RELOCATE DEH MIDIFIER DH3 AS SHOWN AND CONNECT LL. TP17 \ I ♦ /// /%//f I / \ I I I / / / / J TEMPORARY SUPPLY AIR AND RETURN AIR DUCTS TEMPORARY POWER FEED FROM EXISTING POWER PANEL, AND TEMPORARY SIGNAL WIRING FROM BOTH EXISTING HUMIDISTATS. 2. CONTRACTOR SHALL DISASSEMBLE TEMPORARY DF3 DUCTS, POWER, AND CONTROLS AFTER BWLQER1 / ll�/ o/ / / / CONSRUCION OF ROOMT ANDT RECONNECT TO P REMANENT POWERPUMP , QUCTSNUANDE CONTROLS- TO ROOF OF PUMP EDGE/ OF/RIPRAP OVER OW INV. \\ E v.=211.9� E' \ TANK BASE SLAB \ ELEV.=174. \`\ \ EXISTING DECK TO BE 1 �' ! \ REMOVED BY OWNER PRIOR 164---- / \I 1 \� ,S`QUASHED 12) CULV T / \ \ TO STARE OF CONSTRUCTION x ` \ / INv-NV=1a9.7/ / / I _ �d J3i1TLET NOd FOUND ` ----- - - - / - / I '�f t�, � � CONSULTING ENGINEERS EXISTING HUMIDISTAT 56 Main Street, Suite 200 RE T Spnngfield Vermont 05156 RO M EmeB' Mp@dufr ne8mup.wm EXISTING POWER PANEL FOR DH3 Wolo:—Wrps,wy up... SpnnpWd, VT:;;. (8W) 8I4-2804 B000, uf. Toi:(802)478 688 EXISTING HUMIDISTAT SL -I, Too: (802)]4b606 LUNCH R00 Me,wMeler, Vr. T0L (802) 7888281 Dukoon,Gmupkw dM oone6Asepde �EXISTING F7 DH3DEHUMIDIFlERLOCATION MICROBIOLOGY FILTER jf4 � m N w b w a � o a FILTER #5 0 0 z O '< � z W w DEHUMIDIFIER I O LTER #6 ELECTRICAL & TECHNOLOGY m6t W O �, In VPERVISOR iY O Y pg as N n o n WATER QUALITY DIRECTOR NOTES: - - 1. REFER TO SHEET G1 FOR GENERAL NOTES, LEGEND, AND A REVIATIONS. 2. REFER TO SPECIFICATIONS FOR SPECIAL CONDITIONS AND SE UENCE OF WORK. SITE DEMOLITION PLAN 3. OWNER RETAINS RIGHTS OF FIRST REFUSAL OF ALL ITEMS D SIGNATED TO BE g GRAPHIC SCALE "=20' REMOVED. ALL ITEMS NOT DESIRED BY THE OWNER SHALL E DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGU IONS. 4. EXISTING GRANITE CURBING REMOVED ALONG QUEEN CITY PA K ROAD MAY BE REUSED ALONG QUEEN CITY PARK ROAD, IF CONDITION IS A CEPTABLE BY THE ( IN FEET) ENGINEER. 5. REFER TO SHEET C1 FOR APPROXIMATE CLEARING LIMITS. ZONING SUBMITTAL NOT FOR CONSTRUCTION z Q _J IL z O _j O 2 W 0 W VJ Project # 4160006 Project Mgr. R.E.DUFRESNE Design by R.E.DUFRESNE Drawn by T.P.KNAPP Reviewed by R.E.DUFRESNE Approved by R.E.DUFRESNE Dale JAN 6, 2017 Scale AS SHOWN D1 SHEET 4 OF 53 Ci REMOVE EXISTING GRANITE CURBFOR NEW DRIVE / INSTALL GRANITE CURB TO 3 .e wor m ENTRANCE OR WHERE IN CONFLICT WITH NEW m2 CLOSE OFF EXISTING ENTRANCE _ a CURBING, REUSE WHERE POSSIBLE ALONG QUEEN CITY I SIDEWALK 1 QUEEN CITY \ PARK ROAD L / TOP OF WI ROAD DETECTABLE WARNING A OPUM L / / ELEVATION PARK 1 REMOVE EXISTING ASPHALT SURFACE \ �/ i SURFACE, TYP 2 cu` AND RESTORE TO CLASS A SURFACE e0 LOCA710NS­PAVING. I - SIGNS TO REMAIN I I j Il UMR OF NEW PAVING, MATCH EXISTING PAVEMENT ELEVATION. I / 5' WIDE - OHW_� NEW GRANITE CURB 1 .. I 1 I SIDEWAL OHtjra.o0=4 \ ` RELOCATE EXISTING SIGNS TO TO SIDEWALK, RIVE / / I 1 TO DEfI _ r LOCATION SHOWN CONSTRUCT NEW 5' WIDE CONCRETE SIDEWALK RAMP, TYP 1 SHEET I OHW BOTH SIDES Of DRIVE ro \ Qdo4W-� NEW LOCATION FOR EACH SIDE OF NEW DRIVE, SEE DETAIL ON SHEET C71. I I ,e, � I OHW� OHW .,.� OHW=-�L / I RELOCATED SIGNS � � - p �+ } y Q3 ��'✓''},, CONC. ALKrO OHW�_ / I 0+00 I 1 I_•�� I 180 1 /\g2' �f1Jli}" { ff1 ,' o _ _ xm - I 1 MATCH INTO EXISTING SIDEWALK AT LOCATION •t• ..ftftdS" '}yJ Q �_ \ I SHOWN OR NEXT NEAREST JOINT, MATCH TO I ' '� EXISTING SIDEWALK WIDTH AND ELEVATION, 6`p)326 OHW _ REFER TO JOINT DETAIL ON SHEET C71 /'_ QUEEN I \ 5' WIDE I w NEW MANUAL DOUBLE —Qt11Y \ // PARK ROAD 1 STRUCTUf / I SWING BARRIER GATE, ` E \16 \ DRAWINGS / N \ SEE DETAIL ON SHEEP �^ s EXISTING / g C11 \1 I 4 / rvy TREES TO \0a, EXISTING LP GAS \ I / / " // ,\9 �ry// I REMAIN—_�_ DEDUCTIVE ALTERNATE SUPPLY TO BE // / / / / // / - "`�w� \ 1�"CMP INV_OUT=154.6 SCALE: 1"=20' RELOCATED BY OTHERS G - D J TO A OS D /' NEW CONCRETE - - - - -- - EXISTING GUY POLE AND GUY WIRE 3 ' O 176. CURB, START AT TO BE RELOCATED BY OWNERS o j END CURB /' O - BACK OF SIDEWALK �O / \ EXISTING STAIRS AND rn / n180 WALK TO REMAIN 1 = >; ,�1176 INSTALL DOWNCAST LED EXTERIO^ R LIGHT AT BUILDING ENTRANCE, B-B REFER TO ELECTRICAL DRAWINGS RELOCATE DH3 DEHUMIDIFIER REFER o TO SHEET D1 FOR REQUIREMENTS OF ,� wWETW L TEMPORARY RELOCATION DURING A PUMPR 'A T •, / / y, \ / ^a FENCE GATE CONSTRUCTION 1 I BOTTOMVOOF �` // I 15' WIDE `�TURE ACC/SS DRIVE 2 HP 176.25 g_11 �1' ® / / -PINE / �\ 0 I I I EXISTING WATER /) I .\. / I / / TREATMENT FACILITY oNO ¢ONSTRUCTION ALI\.OWED I d5 'NEW I.OM F/L?ERED y NO -MOW STRIP, SEE v)� / _Sli SIDEWALK TO MATCH TOP OF 4 / / WATER ST R GE TANK 1 I I WITHIN 100' STREAM FFER \ WET WELL ELEVATION I / FO 6' FLOOR 6/ V 175.0' DETAIL ON SHEEP Cl1 180 / 175. Y ' 5' WIDE SIDEWALK, REFER TO DETAILS ON SHEET C11 17a. BOTTOM OF / 1 \ \ NO -MOW -10/ o f INSTALL DOWNCAST LED LIGHTING ON LP 174.09 / BUILDING FOR PARKING AREA. 3 AT 25' 5' WIDE STAIRS I / o A SPACING AT APPROX 15' ABOVE GRADE, 'k REFER TO 'S'' I / ,�`� \\ I \ O \ REFER TO ELECTRICAL DRAWINGS - STRUCTURAL DRAWINGS INSTALL YELLOW PAVEMENT '\' MARKING TO DELINEATE 7 v I1 /� ® 6N" 9'x20' PARKING STALLS \\ DRAIN AT TVAANK CB-2 RIM ELEV. �/ ' . LVE TANK DRAIN VALVE `60 i^ CB \ I / / .50 (LP) 0 VAULT, REFER TO ♦6 \ / I I \ \ 0 D/ 1731 / / DG 7 MATCH WELL DUFRESNE GROUP CONSULTING ENGINEERS 56 Meln Street, Sulte 200 Springfield, Vermont 05156 REFER E-me1:IMopeuh.an.prouPcom S ON wel,: www.eune:o.pr.�P.o.m 1 Sprnp6de. Vi. Td: (60�I6)4-1BW nano, ur. rd:Ieozl4)pa6pe / S1 JchneEury, W * TeL,N2174A666 / Mene,adar, VT. TMI=)]68_6ni 1��0 amaae cmuP®owrea oy lXmeeaea Auaeer.a, Pc RIM=173.45 / / /I' SHEET C9 N0 / / ( \ / / } / CLEARING LIMITS, TYP / 18" CIA INV.IN=167.43 CB / v, I � I / NEW CONCRETE �q, / / / RIM=173.23 / / CURB. TYP 3'1 i/ ST / / \ E LIMITS OF NEW PAVING, /, /;, ♦,1p� /' �' \ / -1 / / \ / MATCH EXISTING PAVEMENT WIDTH AND ELEVATION \ ( 65 100 FT POTASH BROOK I STREAM BUFFER. CONTRACTOR UT 4.\ SHALL DELINEATE AND INSTALL I .O,1' \ -174"- ;./ /' / ',/ / \ 0 �'( \ \ I � \ SILT FENCE AT BUFFER LIMB 1 11 I / 1 o // / / ♦h \\ \\ \ I I I / // PRIOR TO ANY CONSTRUCTION. U \ EXISTING 1 MG \ \ FILTERED WATER TANK TP17 \ \ OVER OW INV. ED'E/)OF i RIPHAP \ E .=211.9 \ TANK BASE SLAB \ ELEV.=174.3 \\ HEADWALL, COORDINATE FINAL LOCATION WITH FIELD ENGINEER, g - \ REFER TO STRUCTURAL DWG S FOR / ti /\ \ I I\ \\ 1 / // ✓ I \ DETAILS, REMOVE LEDGE AND s \ ROCKS AS NECESSARY TO CREATE \ 2X MIN SLOPE TOWARDS QUARRY,-164- __`/ / �\ \\ /S`OUASHED 12) CULV T / \ SEE DETAIL ON C10 1 I \ / INV,IN=149.7, \ _----- \ _� JSUTLET NOT FOUND/ / --160- _ ®/ .h i /// / NOTES: B �1' 1. REFER TO SHEEP Gi FOR GENERAL NOTES, LEGEND, AND ABEVIATIONS.I R 2. REFER TO SHEET G2 FOR SITE LAYOUT INFORMATION. a 1 / - _ - - - - - - - - - -156- - _ , - _ _Il_ / / / / 3. REFER TO SHEET C2 FOR ROADWAY PROFILE. GRAPHIC SCALE ' __----_ / /� j I 4. REFER TO SHEET C2 AND C3 FOR SITE SECTIONS. ZONING 5. BASE BID INFORMATION SHOWN ON THIS SHEET. GRADING IS UNCHANGED FOR SITE PLAN DEDUCT ALTERNATE. 6. RESTORE ALL GRASS SURFACES TO CLASS A RESTORATION U LESS OTHERWISE SUBMITTAL ( SHOWN. NOT FOR CONSTRUCTION IN FEET) 7. CONTRACTOR SHALL ADJUST ALL VALVE BOX AND OTHER STR CTURES TO FINISH _- GRADE AS NECESSARY. H U� F- N p p6 LU LU Z Z Q � aZ_ F d I' < W Q W = OLU F LL z Q J D_ LIJ U Q LL Cn 0 z CD Z Q !Y CD Lu U) Project# 4160006 Project Mgr. R.E.DUFRESNE Design by R.E.DUFRESNE Drawn by T.P.KNAPP Reviewed by R.E.DUFRESNE Approved by R.E.DUFRESNE Date JAN 6, 2017 Scale AS SHOWN C 1 SHEET 5 OF 53 I - o"w__ oFw_ oHw °NWT oHW 13 BOULDERS PLACED AS SyiOWN r o"w— oHW� 0 2.5' x 2.5'-x NOMINAL I O O ONW 9,w OHW-Z-- OHW� OHW 6 / p .,-t-.fllSS 1.� I� - �`_ - -� MS(8) a w f w w w_ w w oHw— w/ E A SNOW 1 MBVy(5) _ TREES TO _ a _ 3— — - cob_,. I ORAGE -1 / - i i REMAIN / V - / / — r?' — w s �• rFP % --- 1w w �w y T W J 8G aw ' a ow- r/ 1 _—_ . N I EASEMENT I �GMP � \ I s�bt'p�s TPGG(16L/'� Ifr // �\ ° 7 'o ii SNOW o f STO Fi �/j I \ I _16 =_ CWD -FILTERED WATER TANK AND WET WELL PLANTING SCHEDULE g 7 / , Trees I / ' 1 \ 1 / J _ --172-- Boulders \ — _ _ / '. I 1 .n / / OtY. SlIs Spec Remadb �r 1 2.S1A2'nom. Sourcedfirm MI=fnbGua D L,D' 20' 40' ---------- - SCALE I•=20' (at 24" x 36" NLY) T. J. Boyle Associates, LLC ere b""° • dab andscepe architects. planning consultants © )bD tkd 02 6/2017 CWD -FILTERED WATER TANK AND WET WELL T O 301 college street a budington a venront a 05401 802 e658 93555 ntO9/www.gboyle.pom � .bw 1•=20' Landscape Plan J./ ` Gty. Cade Scientific Name Common Name SIZe Spec Remarks 8 hiBW A4aLU5'Bob Whib' Bob WTib Crabapple 2"cal. B88 a MSS M4US'Spdna Snow' Spdna $now Crabapple 2 5 AB ABIES balsemsa Balsam Fir te'Nl B6B 16 7PGG THUJApIiub Green Gianf Green Giant Weabm Momba 70'HL B68 12'O.C. { GENERAL PLANTING NOTES 1, THE CONTRACTOR SNALL LOCATE AND V WORK 2. THE CONTRACTOR SHALL SUPPLY ALL PL PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE I STANDARD FOR NURSERY STOCK (ANSI) A. NO PLANT SHNL BE PUT INTO THE GROU APPROVED BY THE PROJECT LANDSCAPE 5. PUNTS SHALL BE INSTALLED SUCH THAT (DUE TO NURSERY PRACTICES THIS MAY TO LOCATE THE ROOT FLARE. 8. ALL PLANTS SHALL BE BALLED AND BURL GROWN STOCK WILL BE ACCEPTED IF IT I SYNTHETICS OR PLASTICS SHALL BE REN T. WITH OONTNNER GROWN STOCK THE CI SHNI BE CUT THROUGH THE SURFACE II 8, THE DAY PRIOR TO PLANTING. THE LOCH APPROVAL BY THE PROJECT LANDSCAPE 9. LANDSCAPE ARCHITECT OR OWNER MAY VBTHIN 1A HOURS AFTER PLANTING. ALL BEGINNING OF THEIR FIRST WINTER UNLE OWNER. 10. ALL PLANT BEDS MUST HAVE A MINIMUM MIX REMOVE SUBGRADE AND OTHER FILL 11. ALL PLANTS SHALL BE INSTALLED AS PER 12. STAKING PLANTS IS AT THE DISCRETION I 13. THE LANDSCAPE CONTRACTOR SNALL PR CONTRACT SPECIFICATIONS. 14. ALL PLANTS SHALL BE WATERED THOROL PUNTING. ALL PLANTS SHALL THEN BE V GROWING SEASON. 15. THE LANDSCAPE CONTRACTOR SHALL RE REQUIREMENTS. 16. THE LANDSCAPE CONTRACTOR SHALL RE RELATED TO THE TIME OF PUNTING. landsc 6 S2 WALL SLOT — T 3 12' DRAIN S3 1 WALL MANWAY S5 (2 REQ'D) MANWAY LADDER 77 WALL 4 —, EL y , DOME HATCH (3-� \/ (2 REQ'D) S4 DOME SAFETY CABLE I DOME VENT 5 ' S3 f- GATE 36" OUTLET INSIDE RADIUS = 34'-0" ' DOME SECTOR 1 45' S2 , TANK FOOTING BAFFLE WALL 30" INLET I IN OR LADDER 3 f S5 j 3 12" DRAIN HANDRAIL A� OVERFLOW HEIGHT FROM LOWEST GROUND SURFACE TO TOP OF TANK (INCLUDING APPURTENANCES): 48.35' GATE FLOOR PLAN EXTERIOR LADDER PLAN SCALE: 1/8" = 1 TANK SECTION & ELEVATION �('A�E H 1/H" = 1' DOME PLAN NOTES: 1. FINAL LOCATION OF ALL PIPING AND APPURTENANCES TO BE DETERMINED BY THE ENGINEER. SEE CIVIL SHEETS. 2. THE EXTERIOR DOME CONCRETE SURFACES SHALL RECEIVE ONE COAT OF TAMOSEAL AND ONE COAT TITE OF TAMMSCOAT SMOOTH. HE EXPOSED EXTERIOR WALL SIM CONCRETE SURFACES TO ONE FOOT BELOW GRADE SHALL RECEIVE TWO COATS OF TAMMSCOAT SMOOTH. COLOR SHALL BE SELECTED BY OWNER. FINISH GRADE VARIES, REFER TO CIVIL SHEETS DUFRESNE GhOUP CONSULTING ENGINEERS January 20, 2017 Paul Connor South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 i)G dufresnegroup.(om Re: Champlain Water District — Concrete Wet Well and Filtered Water Storage Tank; DG 4160006 Dear Paul, Please find attached the following documents for the Site Plan Review Application for the Concrete Wet Well and Filtered Water Storage Tank Improvements at the Champlain Water District Water Treatment Facility: • Signed Application Form • Site Plan Sheets D1 and C1 (24x36) and Figures 1 through 4 — 3 sets • Site Plan Full Set (11x17) — 1 set • Site Plan pdf on CD As you can see by the reduced set and the pdf file, the full plan set is 54 sheets. As such, we have only provided full size copies of the demolition plan and site plan sheets. If full size copies of additional sheets are required, please let us know. If you have any questions or need additional information, please contact our office. Please also let us know if a fee is necessary once you determine the type of review required. Sincerely, DUFRESNE GROUP Christina M. Haskins, PE Project Engineer Enclosures C Joe Duncan, PE, Champlain Water District (via e-mail only) RED Dufresne, PE, Dufresne Group (via e-mail only) 459 Portland Street. Suite 102 297 South Main Street 56 Main Street. Suite 200 1996 Depot Street St. Johnsbury. VT 05819 Barre, VT 05641 Sprinqfield. VT 05156 Manchester Center. VT 05255 (t) 802.748.8605 (t) 802.479.3698 (t) 802.674.2904 (t) 802.768.8291 Dufresne Group is owned by Dufresne & Associates, PC AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTEWATER MANAGEMENT DIVISION 103 SOUTH MAIN STREET WATERBURY, VT 05671-0405 NOTICE: PUBLIC NOTICE NUMBER: PUBLIC COMMENT PERIOD: PERMITTEE: PERMIT NUMBER: FILE NUMBER: NATURE: VOLUME: RECEIVING WATER: EXPIRATION DATE: Draft Discharge Permit 3-1161 January 10, 2011 through February 10, 2011 PERMITTEE INFORMATION Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 3-1161 04-14 DISCHARGE INFORMATION Treated filter backwash from a potable water treatment facility 0.370 MGD, monthly average, 0.490 MGD, daily maximum Potash Brook March 31, 2016 DESCRIPTION: This is a draft discharge permit proposed for issuance to Champlain Water District for the discharge of treated filter backwash from their potable water treatment facility located on Queen City Park Road, South Burlington, Vermont to Potash Brook. This is the renewal of an existing permit that includes additional effluent monitoring requirements. TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be applied on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards will be met. FURTHER INFORMATION The complete application, proposed permit, and other information are on file; and may be inspected at the VANR, Waterbury Office. Copies of the permit may be obtained by calling (802) 241-3822; cost of copies is 10 cents per page or at www.anr.state.vt.us/dec/ww/wwmd.cfm. Office hours are 7:45 a.m. to 4:30 p.m., Monday through Friday 2 PUBLIC COMMENTS/PUBLIC HEARINGS Public comments on the proposed permit are invited. Comments should be submitted in writing, to the address listed below. All comments received prior to the deadline listed below will be considered in formulations of the final determinations. Any submitted comments should include the permit number next to the VANR address on the envelope and on the first page of comments. Department of Environmental Conservation Wastewater Management Division Sewing Building 103 South Main Street Waterbury, VT 05671-0405 The comment period will close at the end of the business day 4:30 pm, February 10, 2011. Comments may also be faxed to: 802-241-2596 or submitted by e-mail using the e-mail comment provisions included at http://www.am.state.vt.us/dec/ww/Drafts.htm Any person, prior to the above date, may submit a written request to this office for an informal public hearing to consider the proposed permit. Any hearing request shall indicate the interest of the party filing the request and the reasons why a hearing is warranted. A hearing will be held only if the responses to this notice indicate significant public interest. FINAL ACTION/RIGHTS TO APPEAL TO THE ENVIRONMENTAL COURT At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal, the entry fee of $250.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and the description of the property, project or facility with which the appeal is concerned and the name of the applicant or the. permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontiudiciM.org. The address for the Environmental Court is: 2418 Airport Road - Suite 1, Barre, Vermont 05641, (Tel. 802.828.1660). Justin G. Johnson, Commissioner Department of Environmental Conservation p -7i ®gym southburlington PLANNING & ZONING March 25, 2009 Jay Nadeau Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 Re: 403 Queen City Park Road Dear Mr. Nadeau: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on March 25, 2009 (effective 3/25/09). Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 tax 802.846.4101 www.sburi.com rr ' Site Plan Application Oil�R 10 `lam southburlington PLANNING & ZONING Permit Number SP-- � 3— APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): �ecw' _/e_ B5ilo� —04 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): C&t p114ia 6k>14" 14"i- 'r t 3 4. CONTACT PERSON (person who will receive all correspondence from Staff address, phone & fax ptw-yu5# Y /o �96u_0u3� a. Contact e-mail address: 5. PROJECT STREET ADDRESS: 6. TAX PARCEL ID # (can be obtained at Assessor's Office)- 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Include name, 1 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 6J,,+cr- *ea-h ,jf 14444X.4 0'b .skra e Qh"-Cvrrrurl .��;•� d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees).- h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE a. Building: Existing_ Proposed Total Parcel Size: Sq. Ft. sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. E Site Plan Application d. Total area to be disturbed during construction (sq. ft.) 160 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out).- b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: �,�,/ / 5 t ce .l 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 3 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIONATURE OF PR SI RE OF APPLICANT K I Y UVVNER Do not write below this line PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: 2/complete ❑_Aincomplete r of Planning & Zoning or Designee 30y 5 CHAMPLAIN WATER DISTRICT D e d i c a t e d t o Q u a I i t y W a t e r & S e r v i c e First In The Nation - Excellence In Water Treatment, Partnership For Safe Water March 18, 2009 Mr. Ray Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 Re: Site Plan Application for Champlain Water District Dear Ray: On behalf of the Champlain Water District Retail Department, I am submitting for your review the attached Site Plan Application with site plan. The CWD Retail Department would like to place an eight -foot by twenty -foot (8'x20') storage container on the south side of the CWD treatment plant, between our lagoons and drying beds. This container will be used for the storage of water distribution repair materials needed for repairs and maintenance, as the material currently being stored in our garage area has exceeded space and weight limits. I hope that we can receive administrative approval for this storage container so that we may begin the transfer of material in a timely manner. Please call me if you have any questions. Sincerely, Jay Nadeau CWD Retail Superintendent Enc. 4 0 3 Q u e e n C i t y P a r k R o a d - S o u t h Burl i n g t o n V T 0 5 4 0 3 T e I e p h o n e( 8 0 2) 8 6 4- 7 4 5 4 - F a x: ( 8 0 2) 8 6 4- 0 4 3 5 Champlain Water District 403 Queen City Park Road S. Burlington, Vermont 05403 0 A,- r ..� , ��� •." f 0 e' x Jo' wM+r LAGOON IIAIN DAY av � llJSf ti / r j8� W hr crd JIJ low t a � t5lt .3 1 s ✓ LAGOON HAY JMo e�eh�lr � •YNV \ J J� CD J4, A 1 � ' pM1Mr1111�IM �w� A+M� H Iwiwuit heir a `i10 c, _ I AI III. 9M'm eiYv ' /Af / �/•iW LAGOON / EAST BAY a.w.r �... ... _ aster M" eewie I . 40 I I WOWAso AW ails ! I{ 4 � ' STATE OF VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION MANAGEMENT OF LAKES AND PONDS 29 V.S.A. Chapter 11 RE Champlain Water District 403 Queen City Park Road South Burlington, Vermont 0540; Application No. 2007-009 Project: Install Second Water Intake Pipeline and Structure in Shelburne Bay, Lake Champlain Project Identification Number: EJ96-0094 Amendment to Permit #92-22 BACKGROUND On February 28, 2007, the Department of Environmental Conservation (Department) received an application from the Champlain Water District (applicant) under the provisions of 29 V.S.A. Chapter 11, "Management of Lakes and Ponds," for authorization to install a 42-inch diameter water intake pipeline, a 10-inch diameter containment pipeline, and an intake structure within the public waters of Shelburne Bay, Lake Champlain. The new intake pipeline and structure will be installed close to the existing intake. The containment pipeline will be attached to the intake pipeline. On March 13, 2007, state and local officials, abutting property owners, and others having an interest in this matter were notified of this application and given the opportunity to file written comments or request a public information meeting. The notice period closed on April 5, 2007. No request for a public information meeting was received. On March 21, 2007, the applicant held a pre -bid conference with potential bidders. The Department attended the conference and learned that the new intake pipeline and structure would not be installed from shore at the applicant's existing pump house. Instead the 2,700-foot long intake pipeline would be put together at a staging site (location still to be determined), floated to the installation site, and then sunk as it is installed. Following the conference, the applicant worked with the Town of Shelburne and an agreement was signed on July 25, 2007 regarding use of property that the Town owns for a staging site. The staging site is located at the south end of Shelburne Bay, west of the mouth of the LaPlatte River and the boat launch area operated by the Vermont Department of Fish and Wildlife. The staging site is approximately 3 miles across water from the installation site. On July 23, 2007, state and local officials, abutting property owners, and others having an interest in this matter were notified of the additional information regarding the staging site and construction of the pipeline and given the opportunity to file written comments or request a public information meeting on the application. The notice period closed on August 2, 2007. No request for a public information meeting was received. On July 25, 2007, the applicant held a pre -construction conference. Measures that would be taken to reduce navigational impacts were discussed. Additional information regarding the swamp mat support system extending 375 feet into the lake was received by the Department on August 7, 2007. The Department has reviewed the application, public comments, and other relevant documents and information, and has found that sufficient information exists with which to determine whether this project will be consistent with the public trust doctrine and whether the project will adversely affect 2007-009 Page 2 the public good as provided in 29 V.S.A. Section 405(b). In reviewing the application for conformance with 29 V.S.A. Chapter 1 I the Department has used its Interim Procedures for the Issuance or Denial of Encroachment Permits dated October 6, 1989 with the exception of Section 3 of the Procedures, "Public .Trust Determination." The Department has relied on guidance provided by case law to make a decision regarding the proposed project's consistency with the public trust doctrine. FINDINGS 1. Jurisdiction: Shelburne Bay of Lake Champlain is a public water of the State of Vermont. The project is an encroachment beyond the shoreline as delineated by the mean water level of Lake Champlain, 95.5 feet National Geodetic Vertical Datum (NGVD). Therefore, the Department has jurisdiction under 29 V.S.A. Chapter 11. Project Description: The project is the installation of a second water intake pipeline and structure, extending into the lake approximately 2,700 feet. The intake pipeline will be a 42-inch diameter High Density Poly Ethylene (HDPE) pipe with rectangular concrete collar anchors every 10 feet. The top of the anchors will include a slot and bolts in order to install and clamp the 10-inch diameter containment HDPE pipe in place above the intake pipeline. The HDPE pipes will be delivered to the staging site at the south end of Shelburne Bay in 50-foot long sections that will be fused, welded, together. The 42-inch diameter pipe will be moved lakeward as it is constructed. Due to the smaller size, the 50-foot long sections of the 10-inch containment pipeline will be fused into 500-foot long sections that will be easier to work with. The 500-foot long sections will be installed in the anchors, fused together and moved lakeward along with the 42-inch diameter pipe. The 42-inch diameter pipe with anchors and containment pipe (intake pipeline) will be moved lakeward via a rail or roller support system mounted on top of low earth pressure timber swamp mats that are approximately 4 feet wide by 8 inches high. The support system will extend into the lake approximately 375 feet lakeward of the shoreline delineated by elevation 98.0 feet NGVD in order to reach a water depth of three feet. This is approximately the depth of water necessary to float the intake pipeline. The pipeline will float as it extends beyond this point, remaining in the floating "storage area" until assembly is completed on shore. The floating storage area extends along shoreland owned by the Town of Shelburne, through a portion of the Town's regulated mooring management area. Moorings will be relocated under the direction of the Town of Shelburne's Harbormaster as needed to accommodate the intake pipeline. Large anchors will be placed on both sides of the intake pipeline every 300 feet to hold it in position as it is constructed. The 10-inch diameter pipe will contain six HDPE 1-inch diameter pipes, four for chemical feed and two for raw water sampling, and one 2-inch diameter pipe for electrical. The smaller pipes will be fused together to the full 2,700-foot length and pulled through the 10-inch containment pipe after it and the 42-inch pipe are completed. Bright orange flags and United States Coast Guard -approved lighting will be placed at each anchor collar, every 10 feet, to visibly mark the location of the pipeline while it is in the water at the lake's surface. Bright orange mooring balls will be attached to the large anchors to mark their location and provide additional warning of the intake pipeline's location in the lake. The markers and lights will be checked daily to ensure they are in serviceable condition and working properly. Once the 2,700-foot long intake pipeline is completed, including the smaller HDPE pipes, it will be floated from the staging site to the installation site during daylight hours. The flags and lights will remain in place. The move is expected to take one day. There will be at least one vessel in 2007-009 J " Page 3 addition to those necessary to physically move the intake pipeline in order to intercept boaters if needed. At the installation site at the applicant's existing pump house, a silt screen curtain will be installed to contain an area approximately 100 feet wide by 550 feet long. The curtain will be marked with navigational warning lights. The curtain will extend from the water surface down to 1-2 feet above the lake bottom to avoid disturbance of the lake bottom due to curtain movement, and will be anchored to the bottom every 50 feet. Excavation of a trench, approximately 500 feet long, in the lake bottom for installation of the intake pipeline will be completed prior to moving the intake pipeline to the installation site. The bottom is sandy in the area of the trench. The side slopes of the trench will be between 1:2 and 1:3. The curtain will be opened to allow the intake pipeline to be moved into place. The pipeline will be connected to the shore pump station with an existing 24-inch diameter pipe stub and allowed to slowly sink into place in the trench. Areas in the trench that were undercut may be shimmed under the pipeline using sandbags, side -cast material, and /or select stone to ensure proper grade prior to backfilling. The silt screen curtain will be closed before backfilling the intake pipeline. The curtain will be removed after the backfilling is complete and the turbidity levels inside the curtain have decreased to the background level in the lake. The 2,700-foot intake pipeline will extend southerly then gradually sweep westerly from the applicant's pump house on the northeast shore of Shelburne Bay next to Red Rocks beach. The intake structure, to be located in 80 feet of water near the existing water intake structure, will be approximately 14 feet by 21 feet by 12 feet high. It will be U-shaped with a screened intake tee on both ends. The intake structure will be attached to a platform approximately 15 feet by 22 feet by 2 feet high, which will rest on the lake bottom. The top of the intake structure will be at elevation 30.0 feet NGVD, 65.5 feet below the water surface of the lake at elevation 95.5 feet NGVD. Modular barges will be used for work within the lake. The sections will be cleaned and brought overland to the project site and assembled. No bilge water will be discharged to the lake. Heavy equipment will be cleaned prior to operating lakeward of the shoreline and will utilize vegetable - based hydraulic fluids. Heavy equipment will work from barges except in near -shore areas where there is not sufficient water depth. 3. Project Purpose: The applicant was chartered by the Vermont Legislature in 1971 as a Municipal Consolidated Regional Water Supply Corporation. The purpose of the project is to install a new, redundant lake water intake. to ensure that the applicant can reliably provide sufficient potable water service, now and in the future, to twelve Chittenden County water systems, serving a current population of 68,000 people. 4. Excessiveness for Stated Purpose: The existing 28-inch diameter steel intake pipeline was installed in 1972. While it has been maintained and modified over the years, there are reliability concerns as it is 35 years old. Having two intake pipelines will also allow the applicant to continue to provide service when one is shut down for maintenance or repairs. The carrying capacity of the new intake will be 25 million gallons per day (MGD), compared to the existing intake capacity of 19 MGD. The additional intake will assure the full treatment plant design capacity. The new containment pipe and enclosed pipes are necessary for monitoring and pretreatment of the raw water. The project is not considered excessive for the stated purpose of providing water service to numerous communities. 2007-009 Page 4 5. Less Intrusive Feasible Alternatives: The new line roughly parallels the existing line while providing sufficient separation in case work needs to be done on one line or the other. The new line will reach slightly deeper water than the existing intake. No less intrusive feasible alternative was identified. 6. Measures to Reduce Impacts on Public Resources: The floating storage area will be located as near to shore as possible to reduce navigation impacts. The pipeline will not be floated into deep water until after the Labor Day weekend to further reduce impacts. An extended 12-hour workday will also be used to reduce the amount of time that the pipeline is floating in the lake. A silt screen curtain will be placed in the water around the area where the trench will be excavated. Modular barges will be used. The sections will be cleaned and brought overland to be assembled on site. No bilge water will be discharged to the lake. Heavy equipment will be cleaned prior to operating lakeward of the shoreline and will utilize vegetable -based hydraulic fluids. The equipment will work from barges except in near -shore areas where there is not sufficient water depth. Placement of Fill: At the installation site, a small amount of permanent fill (sandbags and/or select stone) may be placed as shimming in the trench under the intake pipeline in low areas to assure the proper grade. At the staging site, low earth pressure timber swamp mats that are approximately 4 feet wide by 8 inches high, with a rail or roller support system mounted on top, will be placed on the lake bottom and extend 375 feet lakeward of the shoreline delineated by elevation 98.0 feet NGVD. These mats/rails/rollers will be removed after completion of the intake pipeline construction. The large anchors used to hold the intake pipeline in place during construction will also be removed from the lake upon completion of the project. 8. Effects on Water Quality: A silt screen curtain will be placed in the lake to contain turbidity from excavating the trench and backfilling the intake pipeline. Heavy equipment will be cleaned and will utilize vegetable -based hydraulic fluid. The sections of the modular barges will be cleaned and brought overland to be assembled onsite. No bilge water will be discharged to the lake. The long-term impact of the project on water quality will be minimal. 9. Effects on Fish and Wildlife Habitat: There was no information received from noticed parties or others to indicate that the project would have an unacceptable adverse impact on fish and wildlife habitat. The project should not have a negative impact on fish and wildlife habitat other than the disturbance during construction. 10. Effects on Aquatic and Shoreline Vegetation: There was no information received from, noticed parties or others to indicate that the project would have an unacceptable adverse impact on aquatic and shoreline vegetation. No trees will be cut at the staging site. Wetland and shoreline .areas disturbed during construction will be restored. The project will not have a negative impact on aquatic and shoreline vegetation other than the disturbance during construction. 11. Effects on Navigation and Other Recreational and Public Uses, Including Fishing and Swimming: At its most shallow location exposed on the lake bottom, 300 feet from the pump house, the installed intake pipeline will be approximately 9 feet below the lake's surface when the water level is at 95.5 feet NGVD. The completed project will not negatively impact navigation, fishing, or swimming. Storage of the intake pipeline on the water during construction and transporting it approximately three miles across Shelburne Bay will have a considerable impact on navigation and other recreational. and public uses. Bright orange flags and United States Coast Guard -approved lighting will be placed every 10 feet along the pipeline to visibly mark the location of the pipeline while it is in the water at the Jake's surface. Bright orange 2007-009 Page 5 mooring balls will be attached to the large anchors located every 300 feet on both sides of the pipeline to mark the anchor location and provide additional warning of the intake pipeline's location in the lake. The markers and lights will be checked daily to ensure they are in serviceable condition and working properly. During construction the pipeline will be floating off shoreland owned by the Town of Shelburne. The construction of the intake pipeline will be timed so that the pipeline does not extend into the lake into the Town of Shelburne's mooring management field prior to Labor Day, see attached plan. Some moorings within the mooring field will be relocated to enable the pipeline to be stored as near to shore as possible. An extended 12-hour workday will be used to reduce the amount of time that the pipeline is floating in the lake. The intake pipeline will be moved during daylight hours with the flags and lights in place. The move is expected to take one day. A notice will be issued to mariners when the intake pipeline begins to be stored in the lake at the staging site and again in advance of the scheduled move date, announcing the date. There will be at least one vessel in attendance in addition to those necessary to physically move the intake pipeline in order to intercept boaters if needed. The turbidity curtain at the installation site will be marked and lighted as well. The negative impacts of constructing, transporting and installing the pipeline are considered acceptable due to the temporary nature of the impact and the proposed measures listed above to mitigate the impacts. 12. Consistency with the Natural Surroundings: The completed project will not impact the natural surroundings. No trees will be cut at the staging site and disturbed areas will be restored. The trench will be backfilled with side -cast material to generally re-establish existing grades, except where the contour will be altered where the intake pipeline emerges from the trench at the lakeward end. There will be no mound over the pipeline. 13. Consistency with Municipal Shoreland Zoning Ordinances and Applicable State Plans: No adverse comments were received during the investigation from local and state offices and the project is considered to be consistent with applicable state plans. As a municipal project the applicant is not subject to any restrictions under municipal shoreland zoning ordinances. Kedroff v. Town of Springfield (1969) 127 Vt. 624. 14. Cumulative Impact: The cumulative impact of the project will be an additional potable water intake pipeline and intake structure in Lake Champlain. The project will have an acceptable cumulative impact. 15. Public Good Analysis: The completed project will have little to no negative impact on the public good. Construction of the intake pipeline will have an acceptable short-term impact on aquatic and shoreline vegetation at the staging site. Trenching and backfilling to install the pipeline will have an acceptable short-term impact on water quality. The project will have negative impacts on navigation and other recreational and public uses during construction, relocation and installation. However, they are considered acceptable due to the temporary nature of the impacts and the measures being taken to mitigate the impacts. The completed intake pipeline will provide redundancy and a larger intake capacity that will have a positive impact on the public's ability to use the lake as a water supply. The project will ensure that the applicant can reliably provide sufficient potable water service, now and in the future, to twelve Chittenden County water systems, serving a current population of 68,000 people. The Department has reviewed the application and other relevant documents and information, and has determined that the proposed project will not adversely affect the public good. 16. Public Trust Analysis: The project will provide a public benefit by ensuring that sufficient potable water is available on a year-round basis so the applicant can reliably provide water to the 2007-009 Page 6 public now and in the future. The negative impact of the completed project on the public trust resource and public trust uses will be negligible. The temporary negative impacts on the public trust resource and uses during construction, transport, and installation of the intake pipeline have been minimized to the extent'possible and are outweighed by the public benefit of the project. DECISION AND AMENDMENT Based upon the foregoing Findings, it is the decision of the Department that the project described herein, as set forth in the above Findings and in the plans on file with the Department, complies with the criteria of 29 V.S.A. Section 405, and is consistent with the Public Trust Doctrine. In accordance with 29 V.S.A. Sections 403 and 408, permission is hereby granted to the Champlain Water District, hereinafter called "permittee," to carry out the project in accordance with the following conditions: 1. This Amendment amends Encroachment Permit #92-22 and becomes a part of Permit #92-22. 2. The project shall be carried out in strict accordance with the application received February 28, 2007; the draft work plan dated July 17, 2007; the information contained in a letter to Martha Lefebvre dated July 18, 2007; the narrative and plans received by Steven Hanna via email from Dick Pratt on August 3 and August 7, 2007; the above Findings; the conditions of this Amendment; and such minor modifications as may be approved in writing by the Department. 3. A preconstruction conference shall be held in order for the permittee and the Department to review the conditions of this Amendment and discuss construction methods. The Department shall be given at least 3 day's notice before the preconstruction conference. The conference shall be held prior to conducting any work lakeward of the shoreline. 4. The permittee shall submit a final work plan to the Department prior to conducting any work lakeward of the shoreline. 5. Once every week during project construction, the permittee shall file with the Department, to the attention of Steven Hanna, a report outlining construction status, any problems encountered and how they were resolved, and the work scheduled for the next week. 6. A silt screen curtain shall be placed in the lake around the work area at the pump house site prior to excavating a trench for installation of the intake pipeline. The curtain shall be marked with navigational warning lights. The curtain shall be maintained until the work is complete and turbidity within the curtain has decreased to the background level of turbidity outside the curtain. If sediment transport is evident, work shall be suspended until corrective measures can be instituted. 7. A silt screen curtain shall be placed around the installed intake pipeline prior to backfilling the trench. The curtain shall be marked with navigational warning lights. The curtain shall be maintained until the work is complete and turbidity within the curtain has decreased to the background level of turbidity outside the curtain. If sediment transport is evident, work shall be suspended until corrective measures can be instituted. 8. Modular barges shall be used for work within the lake. The sections shall be cleaned and brought overland to the project site and assembled. No bilge water shall be discharged to the lake. 2007-009 Page 7 9. Equipment shall be cleaned prior to operating lakeward of the shoreline and shall utilize vegetable -based hydraulic fluids. Fuel and lubricants shall not be discharged into the water. Equipment shall work from barges to the extent practicable. 10. Bright orange flags and United States Coast Guard -approved lighting shall be placed every 10 feet to visibly mark the location of the pipeline while it is in the water at the lake's surface. Bright orange mooring balls shall be attached to the large anchors located every 300 feet on both sides of the pipeline to mark the anchor location and provide additional warning of the intake pipeline's location in the lake. The markers and lights shall be checked daily to ensure they are in serviceable condition and working properly. 11. The permittee shall send out a press release to local newspapers and radio stations when the intake pipeline under construction reaches the shoreline delineated by elevation 98.0 feet NGVD. An individual notice shall be sent to the US Coast Guard's Burlington Office, Town of Shelburne, the Town of Shelburne Harbormaster, Lake Champlain Shoreline Cruises, Lake Champlain Ferries, Shelburne Shipyard, Lake Champlain Yacht Club, Shelburne Bay Boat Club, and the Vermont Department of Fish and Wildlife Office in Essex Junction, Vermont. 12. Low earth pressure timber swamp mats lakeward of the shoreline delineated by elevation 98.0 feet NGVD shall be set into position on the lake bottom upon placement and picked up off the lake bottom upon removal. They shall not be pushed or dragged. 13. The construction of the intake pipeline shall be timed so that the pipeline does not extend into the lake into the Town of Shelburne's mooring management field prior to Labor Day, see attached plan. 14. The intake pipeline shall extend into the lake during construction only in the location shown on the attached plan. 15. The permittee shall send out a press release to local newspapers and radio stations 5 days prior to moving the intake pipeline from the staging site to the installation site. An individual notice shall be sent to the US Coast Guard's Burlington Office, Town of Shelburne, the Town of Shelburne Harbormaster, Lake Champlain Shoreline Cruises, Lake Champlain Ferries, Shelburne Shipyard, Lake Champlain Yacht Club, Shelburne Bay Boat Club, and the Vermont Department of Fish and Wildlife Office in Essex Junction, Vermont. 16. The intake pipeline shall be moved during daylight hours with the flags and lights in place. There shall be at least one vessel in attendance in addition to those necessary to physically move the intake pipeline in order to intercept boaters if needed. 17. All excavated material not used as backfill and all debris and refuse shall be removed from the project area, transported without causing a nuisance on public roads or property of others and shall be disposed of or used properly, in compliance with all applicable regulations. 18. The permittee shall complete the approved construction by October 31, 2011, or this Amendment shall expire. An extension of time may be granted for cause. A request for an extension must be received by the Department prior to the above date in order to prevent the expiration of this Amendment. A request for extension may be considered a minor modification. 19. Except as noted in Condition #18, this Amendment shall expire with. Permit #92-22 on November 24, 2022. Upon expiration of the Amendment, the Department will review the area 2007-009 Page 8 and determine if any site restoration will be required. If a renewal is desired, an application shall be filed at least 90 days prior to the expiration date. A renewal decision will be based on the relevant statutory criteria and Department rules, procedures and policies prevailing at that time. 20. This Amendment and conditions are binding upon the permittee. It may not be transferred without the prior written approval of the Department. 21. This Amendment is issued subject to the terms herein and may be suspended or revoked at any time in accordance with the Interim Procedures for the Issuance or Denial of Encroachment Permits dated October 6, 1989 (excepting Section 3), or subsequent authority. 22. The provisions of this Amendment are severable, and if any provision of this Amendment, or the application of any provision of this Amendment to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this Amendment, shall not be affected thereby. 23. This action shall become effective in 10 days unless an appeal is filed with the Vermont Environmental Court. 24. Any person aggrieved by this decision may file an appeal pursuant to 10 V.S.A. Chapter 220 §8504. Any appeal of this decision shall be filed with the Clerk of the Environmental Court within 30 days of the date of the decision. The filing of such an appeal stays the effectiveness of this decision. The appellant shall attach to the Notice of Appeal the entry fee of $225.00, payable to the State of Vermont. The address for the Environmental Court is 2418 Airport Road, Suite 1 Barre Vermont 05641-8701 (Telephone: 802-828-1660). For further information, see the Vermont Rules for Environmental Court Proceedings, available on-line at www.vermontjudiciary.org. 25. The Notice of Appeal shall specify the parties taking the appeal and the statutory provision under which each party claims party status; shall designate the act or decision appealed from; shall name the Environmental Court; and shall be signed by the appellant or their attorney. In addition, the appeal shall give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the permittee or any permit involved in the appeal. 26. The appellant shall also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. Dated at Waterbur , Vermont this day of Uuut. f', 2007 Jeffrey Wennberg, Commissioner Department of Environmental Conse 1Suglasturnharri, Acting Director Water Quality Division C WD-ShelbumeBay-SecondIntakePipe-2007-009-permit.doc 2007-009 Page 9 ATTACHED PLAN STAGING SITE NOT TO SCALE LAKE -A--,- © SHELSURNE BAY -LOCATION OF TE1R'ORARILY RELOCATED MOORMGS MOOR, GS SHALL BE RELOCATED BY THE SHELBORNE HARBOR MASTER AS REOWIEO. ' LENGTH AM 30. 2007 LF iN FLOATMG STORAGE AREAL T OF FABRICATION AND VE 0TIMNT OVERALL ASSEMBLY AREA SITE PLAN 2007-009 ) Page 10 ATTACHED PLAN INSTALLATION SITE NOT TO SCALE 11 111 j ; 1 I ; ; 111 Iwmtl1 I -lb c uo� IMuxlnml�2W� ,' wll lt, ,1 1 11 111';'I W mm MW MEMMUM mmmmmmEm MUMMOMMMUM ®ME WHEM mm �® mmm MUMMER MUM �® /A ` '. W • iJ1 MONT State of Vermont Department of Environmental Conservation TO WHOM IT MAY CONCERN: Additional Information Regarding Staging Area and Construction RE: Application 2007-009 Champlain Water District Install an Additional Water Intake Line and Structure Lake Champlain, South Burlington Management of Lakes & Ponds Project Identification Number EJ96-0094 Agency of Natural Resources WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-241-3297 TEL 802-241-3777 July 23, 2007 The Vermont Department of Environmental Conservation (Department) received an application from Champlain Water District, for a permit to install an additional water intake line and structure in the public waters of Lake Champlain, South Burlington. This application has been submitted in accordance with 29 V.S.A. Chapter 11, MANAGEMENT OF LAKES AND PONDS. The water intake line will be constructed at the south end of Shelburne Bay and extend into the lake as it is assembled. The completed water intake line will be floated from the south end of the Bay to the Champlain Water District's facility at the north end of the Bay. Before an application can be approved or denied, a determination regarding the impact of the proposed project on the public good and if the project complies with the public trust doctrine must be made. In determining how the proposed project will impact the public good, consideration shall be given to the effect the proposed project will have on water quality, fish and wildlife habitat, aquatic and shoreline vegetation, navigation, and other recreational and public uses, including swimming and fishing, consistency with the natural surroundings, and consistency with municipal shoreland zoning ordinances or any applicable state plans. More specific guidance regarding the public good decision -malting is available from the Department in a document entitled "Interim Procedures for the Issuance or Denial of Encroachment Permits" adopted October 6, 1989 (excepting Section 3). The Department will rely on the guidance provided by case law in determining if the proposed project meets the public trust doctrine. Re6onal Offices - BarrP/R.ccaa .Tot /R„tln-1 ic+ Application 2007-009 Page 2 As an aid in determining the impact of the proposed project on the public good and if the proposed project complies with the public trust doctrine, comments from potentially interested persons are being requested. Any comments or requests for a public information meeting regarding this project should be PREPARED IN WRITING AND MAILED TO REACH THIS OFFICE prior to August 2, 2007; otherwise it will be presumed that there are no continents or objections. The Department will hold a public information meeting upon request from a municipality or 25 or more persons in interest. It is also requested that you communicate information regarding this application to others who you know have an interest in the matter and did not receive a copy of this notice. Enclosed is information about the application. Complete information concerning the application can be obtained from the applicant or this office. If you have any questions, please do not hesitate to contact us at the above number or address. Sincerely, Steven W. Hanna Environmental Engineer Shoreland Encroachment Program 00.7-- 0D9-renodce=stage area doa CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service July 18, 2007 Ms. Martha Lefebvre US Army Corps of Engineers B Carmichael St. Suite 205 Essex Junction, VT 05452 Re: Champlain Water District Parallel Lake Water Intake Project Dear Ms. Lefebvre: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 Attached is the revised work plan provided by our contractor for the project, BIDCO Marine Group. Revised site plan drawings of the deployment phase from Shelburne Bay Park are also attached. Modifications to the plan include: • Relocation of the floating assembly farther to the west on the Bay to reduce the navigational hazard; this change will require relocation of approximately ten of the Town moorings • Working in the "shallows" to the south of the Town moorings prior to the Labor Day weekend, and completing the deep water work after the holiday weekend during a period of reduced recreational boat traffic, further reducing exposure • Increase working hours and crews to compress the work schedule, resulting in less time on the water for the floating assembly; this change will result in additional costs to the owner, CWD • Perform several work tasks under water with divers instead of performing them on the surface; also an extra cost for CWD • Enhanced daytime and nighttime markings, exceeding Coast Guard requirements; use of large, brightly colored mooring balls Please contact me with questions. Very Truly Yours, CHAMPLAIN WATER DISTRICT I Richard A. Pratt Chief Engineer / Assistant General Manager Cc: Earl Sorensen, USCG Julie Foley, Wetlands Steven Hanna, Shoreline Encroachment Paul Bohne, Bernie Gagnon, Town of Shelburne Jim Fay, Bob Perkins, CWD Mark Judd, Eric Chenevert, B1DCO Marine Darrin Lary, Wright -Pierce -7757 BIDCO MARINE GROUP CHAMPLAIN WATER DISTRICT INSTALLATION OF PARALLEL WATER INTAKE LINE DRAFT WORK PLAN (OUTLINE) Revision 3 —July 17, 2007 1. MOBILIZATION a. Equipment i. Marine — determine load -in / load out location 1. Modular barge system 2. Barge spuds and deck-winch(es) to operate spud system 3. 40-ton crawler crane secured to barge 4. Modular floating platform for intake structure 5. Truck -able tugboat 6. Work boat 7. Surface -supplied air diving equipment I Pipe Assembly — At park site 1. Small shore crane 2. Off -road forklift / loader 3. (1) 42 pipe welding machine 4. 10" diameter pipe welding machine 5. 2" and smaller diameter pipe welding machine iii. Shore Approach — at lake pump station 1. Excavator 2. Trench boxes, as needed 3. Turbidity curtain b. Setup marine equipment i. Assemble spud barge ii. Assemble material / intake float iii. Secure barge equipment (crane, tool shed, deck equip.) iv. Launch vessels C:IDOCUM E—ITICK—I.CWDILOCAIS-11Temp\WORK PLAN - OUTLINE. REV 3.doc Page 1 of 15 CHAMPLAIN WATER DISTRICT INSTALLATION OF PARALLEL WATER INTAKE LINE DRAFT WORK PLAN (OUTLINE) BID' CO Revision 3 - July 17, 2007 MARINE GROUP H. SETUP / ESTABLISH PROTECTION OF MARINE TRAFFIC a. Pipeline storage area (during pipe fabrication and assembly) i. Location: South end of Shelburne Bay ii. During fabrication and assembly, the pipeline will be floated and stored on the water. The floated structure will be marked using coast guard approved lighting and markers to notify boaters of the in -water structure. 1. Bright orange flags will be placed at each anchor block spaced every ten feet along the pipeline. USCG requires marking every 10 meters or 33 ft. BIDCO is increasing the frequency of the markings to improve daytime visibility of the floating pipeline intending to enhance and improve navigational safety. 2. Bright orange mooring balls will be attached to the pipeline 3. USCG approved lighting will also be placed at each anchor block for nighttime illumination. USCG requires lighting every 10 meters or 33 ft. BID CO is increasing the frequency of the lighting to improve nighttime visibility of the floating pipeline intending to enhance and improve navigational safety. 4. The markers and lighting will be checked daily to ensure they are in serviceable condition and working properly. b. Pipeline transportation route i. Pipeline will be moved during daylight hours ii. Markers and lighting -56 in place during the transportation of the pipeline iii. Provide escort vessel (s) and chase boat Page 2 of 15 S:\PROJECTS\7013 Champlain Water District Lake Intake\Work Plane . Permits\WORK PLAN - OUTLINE REV 3.dec CHAMPLAIN WATER DISTRICT INSTALLATION OF PARALLEL WATER INTAKE LINE -�ADRAFT WORK PLAN (OUTLINE) BIDCO Revision 3 — July 17, 2007 MARINr GROUP iv. Issue notice to mariners in advance of scheduled move date. c. Shore approach i. Location: North end of Shelburne Bay by Queen City park ii. Turbidity curtain to be marked and lighted d. During final placement of pipeline i. Pipeline will be moved daring daylight hours ii. Markers and lighting will be in place during the transportation of the pipeline iii. Provide escort vessel (s) and chase boat iv. Issue notice to mariners in advance of scheduled move date. Page 3 of 15 9:\PROJECTS\70I3 Champlain Water District Lake Intake\Work Plans • Permits\WORT{ PLAN • OUTLINE REV Idoc Col 9 NFLOC ATE MOORIRON WO. tr PPE FARMATIOM AUG ❑O G \J O O PA?�F� INF01+\LAT70N 4M� � .2m �OW■SNI 1AOP CW M a Li-01-aE.000 P1DlYJN ADDIIDE N RROIML TRJC! a Oros-aa.000 WRN ■Ius,M � as--As-n am ssysx■t AOOAnE x R[1EO.tE must s os-os�000 so,.Ew r s Ilwm.,.E,a A�so.nat -os-os.om oaor TNo-us e m *Hurl¢ Qt ° .11-tatm M-M L A ststwlc e a-of-+a2oo arnx" rear L Aw wsaa + E os-os-tzeoo tunme mlarmrNcx LAKK CIIAMPLAIN A L■WW RAY =WLETM PIPELANE LEM M FWATIIIQ PiLNE `OEPLOYAtPl■T LEM*M AUG 20. 2007 (APPx. too LF M RDATR 97MAQF ANFAI �PFE Al IEMFLOAOTM }00 21!. 2007 S'+PLLINE EMTER+ND tmO ATMADE MEAL u / \ \1 VI V OVERALL ASSEMBLY AREA SITE PLAN swa r•mr 1�5. L ASSDWY VSA CONSIR=W IAtmA 11.4CRN4N0■ 2. PN/mm m ffOC, IPMIRE @ula. P.t K ObR■ Suv+D. 1 MEIIAID Em■10Nf1 C6MGip11 PR m A APRORMOOa ElA1RCNIlODAI K N N. DEtIH " PEAOPAI'0 �. PMVFAL MAT R Alm TOPOM;Iff am a AE PNOM MO Lo. HLYA PRM®m 1:ROS A VK.RC macTM2 nuR�s a �xCwEa�OL K. !. 1Wx f6 51■SRURHE rWT^_D. MA PIWIDED l/F ME tD�t( � sxvtrTemtE oN sNF tt iI. GRAPHIC ECAlE II ■ FMtiiT, MIA 110pSfhID0.1u\BiDCOStAGiPo-e-+3-OiA%O I FI] I M -- 1 6/tx/xDOi Ia�Q00 Nt l SAI GRAVEL ACCESS ROAD In o SOUTH BURLINGTON VERMONT CHAMPLAIN WATER DISTRICT CONTRACT 80 PARALLEL LAKE WATER INTAKE „Lghr-Plerce O1 omo..+A+a.�aoxw.wxs�si.•: ASSEMBLY AREA DETAIL WRH TWO 4 Ina" awcn en vu 8/+TJmGi i+w w E GRAVEL ACCESS ROAD In o SOUTH BURLINGTON VERMONT CHAMPLAIN WATER DISTRICT CONTRACT 80 PARALLEL LAKE WATER INTAKE „Lghr-Plerce O1 omo..+A+a.�aoxw.wxs�si.•: ASSEMBLY AREA DETAIL WRH TWO 4 Ina" awcn en vu 8/+TJmGi i+w w E qk4�' C PUBLIC NOTICE US Army Corps of Engineers Date: June 26, 2007 New England District Comment Period Ends: July 26, 2007 File Number: NAE-2006-1194 8 Carmichael Street, Suite 205 In Reply Refer To: Marty Lefebvre Essex Junction, Vermont 05452 Or by e-mail: Martha.a.lefebvre@usace.army.mil The District Engineer has received a permit application from the applicant below to conduct work in waters of the United States as described below. The Corps is soliciting comments on both the project itself and the range of issues to be addressed in the environmental documentation. APPLICANT Champlain Water District, ATTN: James Fay, 403 Queen City Park Road, South Burlington, Vermont 05403 ACTIVITY Install a 2700' long, 42" dia. potable water intake parallel to an existing 28" dia. intake in Lake Champlain off Red Rocks Park in South Burlington, Vermont. The HDPE intake pipe will extend about 2700' beyond Ordinary High Water (OHW) and will end at a new intake structure at a depth of about -75' OLW. A 10" dia. HDPE containment pipe will be attached to the 42" dia. pipe to hold a bundle of six 1" and one 2" HDPE carrier pipes. These will provide raw water sampling to shore, zebra mussel chemical feed capability to the intake, and electrical cable containment to a thermocline monitoring instrument string to be installed near the new intake structure. The landward portion of the intake pipe will be buried, daylighting at about 300' beyond OHW. Excavation will extend an addition 200' beyond the buried section to allow for a smooth transition. A total of about 1300 cy of material will be excavated from an 8400 sq. ft. (0.193 acre) area. This material will be stockpiled alongside the trench, temporarily impacting another 8400 sq. ft. (0.193 acre) of lake bottom. The excavated material will be used to backfill the trench. The pipeline will be assembled at the Town of Shelburne's "Shelburne Bay Park", located at the south end of Shelburne Bay, about 3 miles south-southwest from the installation site. The applicant proposes to assemble the pipeline onshore, using a rail system to convey the pipe to the lake. The rail system will cross a wetland adjacent to the lake and will temporarily impact about 9600 sq. ft. (0.22 acre) of wetland. The rail system will extend about 20' beyond OHW. The pipeline will be extended into the lake incrementally, eventually extending 2700' beyond OHW. Assembly will take 30-45 days to complete. The lakeward end of the fully assembled pipe will be located about 1670' from the west shore of the bay and about 2500' from the east shore of the bay. The pipeline will then be floated to its proposed permanent location and sunk. The purpose of the project is to augment the existing lake water supply to the Peter L. Jacob Water Treatment Facility. CENAE-R FILE NO. NAE-2006-1194 The work is described on the enclosed plans, in eight sheets, entitled "SOUTH BURLINGTON VERMONT CHAMPLAIN WATER DISTRICT CONTRACT 80 PARALLEL LAKE WATER INTAKE", dated "6-12-07" and "1/25/07". WATERWAY AND LOCATION OF THE PROPOSED WORK This work is proposed in Lake Champlain and an adjacent wetland in South Burlington and Shelburne, Vermont. The project is located on the USGS Burlington, VT quadrangle sheet. The installation site is at UTM coordinates 4922459.0 N and 641377.0 E. The staging/assembly area is at UTM coordinates 4917709.0 N and 640407.0 E AUTHORITY Permits are required pursuant to: X Section 10 of the Rivers and Harbors Act of 1899 X Section 404 of the Clean Water Act Section 103 of the Marine Protection, Research and Sanctuaries Act). The decision whether to issue a permit will be based on an evaluation of the probable impact of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which may reasonably accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, including the cumulative effects thereof; among those are: conservation, economics, aesthetics, general environmental concerns, wetlands, cultural value, fish and wildlife values, flood hazards, flood plain value, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food production and, in general, the needs and welfare of the people. The Corps of Engineers is soliciting comments from the public; Federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Where the activity involves the discharge of dredged or fill material into waters of the United States or the transportation of dredged material for the purpose of disposing it in ocean waters, the evaluation of the impact of the activity in the public interest will also include application of the guidelines promulgated by the Administrator, U.S Environmental Protection Agency, under authority of Section 404(b) of the Clean Water Act, and/or Section 103 of the Marine Protection Research and Sanctuaries Act of 1972 as amended. SECTION 106 COORDINATION Based on his initial review, the District Engineer has determined that the proposed work may impact properties listed in, or eligible for listing in, the National Register of Historic Places. Additional review and consultation 2 CENAE-R FILE NO. NAE-2006-1194 to fulfil requirements under Section 106 of the National Historic Preservation Act of 1966, as amended, will be ongoing as part of the permit review process. ENDANGERED SPECIES CONSULTATION The New England District, Army Corps of Engineers has reviewed the list of species protected under the Endangered Species Act of 1973, as amended, which might occur at the proposed project site during the construction and subsequent operation/use period sought by the applicant. We have undertaken a Biological Assessment (BA) of the potential for interactions and adverse impacts to those listed species. It is our determination that the proposed activity for which authorization is being sought is designed, situated or will be operated/used in such a manner that it is not likely to adversely affect any Federally listed endangered or threatened species or their designated critical habitat. By this Public Notice, we are requesting that the appropriate Federal Agency concur with our BA determination. The following authorizations have been applied for, or have been, or will be obtained: (X) Permit, License or Assent from State. ( ) Permit from Local Wetland Agency or Conservation Commission. (X) Water Quality Certification in accordance with Section 401 of the Clean Water Act. In order to properly evaluate the proposal, we are seeking public comment. Anyone wishing to comment is encouraged to do so. Comments should be submitted in writing by the above date. If you have any questions, please contact Marty Lefebvre at (802) 872-2893. Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider the application. Requests for a public hearing shall specifically state the reasons for holding a public hearing. The Corps holds public hearings for the purpose of obtaining public comments when that is the best means for understanding a wide variety of concerns from a diverse segment of the public. The initial determinations made herein will be reviewed in light of facts submitted in response to this notice. All comments will be considered a matter of public record. Copies of letters of objection will be forwarded to the applicant who will normally be requested to contact objectors directly in an effort to reach an understanding. For more information on the New England District Corps of Engineers programs, visit our website at http://www.nae.usace.army.mil. THIS NOTICE IS NOT AN AUTHORIZATION TO DO ANY WORK. Frank DelGiudice Chief, Permits and Enforcement Branch Regulatory Division 3 CENAE-R FILE NO. NAE-2006-1194 If you would prefer not to continue receiving Public Notices, please contact Ms. Tina Chaisson at (978) 318- 8058 or e-mail her at bettina.m.chaissongusace.army.mil. You may also check here ( ) and return this portion of the Public Notice to: Bettina Chaisson, Regulatory Division, U.S. Army Corps of Engineers, 696 Virginia Road, Concord, MA 01742-2751. NAME: ADDRESS: al I t i I t__ 1 e/12/—' 216- w 14 usr smm a1- sw a/1P/RroP 11:r> !.y L4 ,) ,ff a'.cyii17'✓. 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IQIAt,FO a -0r all tErll[,e SEE RTK �j,1p, . DWG C-4 � h z,wo zowo ,IIwO ,e.ao n.00 ,Ewo so* /NOD ,s.a 12wa 4 OF9 I C-a 1 ,a 1 __-_ I-/-/= ) ti I — a a s a a n a ------------ - -- ----- -' - w ---------- ___ -- - ------------ _ - +r.__---------- -------------- ------------ `` --- ' . --- ------ / ---------------- ----- / -- at yo ,1 1 1 , q 1 1 1 \ \ ♦ i 1 1 ` ♦ I ♦I I I \ 1 I \ I \ k ■! •-10 I 1 \ 1 1 I I ; 'l l� \\\ `I- ' -___-___- ♦♦ � -_--_--- a a s a s v a a a u � SOUia E110U10TOM. YEIIYONf ar® Is Im N �c rllol® ■ C) CHMPUM NATM 01 Mff 0 p u CONTRACT so� PARALLEL TAKE MAM KUM m a MfARE PIPE PLAN AND PROFRE STA 21+00 TO STA MOO A, a��Jill IPA Al P Y .61A IF g eA og� El q �e o C) n p 1 SOLLHTM. VEMM�P CHAYPIAM WATER DM W T COWPAV EO PARAU n LAIR MATU 1WM(E �' M N/W m n CEHEM M>76 AHD LEGEND N LAKE CHAMPLAIN SHELBURNE BAY �ccfa *o saaasx orxx wo aaa )omA wan v.naa lot .no frrffi woo ru aowf ). .uoa. wc) rn.e)wx�aa� urour .+nbwro. :. vawsm w rnco wec wue. rt. or dwo rvuo i .cnwo roiaaa. oax�ma vaa.xn n .anoaa000 i a..woraonK a raanrmw vr. r�tw ansoa�co w ra s. xo-r. .. vr)+a'x rrnnaea wo foaooanarn xtm as fcr.� vwro wo tna caa)ao ¢nruiaw aao.�oco rn lams � wrsac carfsunc oo[tm a cuocaru. rr. ' GRAPHIC SCAIB Irk) f 6:\\�0!]6f\�ON6�\6OCOSIKAK-f-�]-6).PF 1 C-121 1:1 1 -__- 16 t t1:1130 ,w I SW IASf S o W: SN 6/12/]6G] "A .W U o � o 0 0 le D c Ir D O N ! �m LiZf ell $imR: N or r 1z Sssegeee � Q > bdbeba5bo� mu it r v SOUTH BURLINGTON VERM014T fwff• 1p®" °'6 ac _ �_""a n 1 C�AA1PLAIN WATER DISTRICT �. CONTRACT BO PARALLEL LIKE WATER INTAKE R " �a a .vERAL A_SEM LI * AREA SITE PUN zR WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-241-3287 TEL 802-241-3777 March 13, 2007 TO WHOM IT MAY CONCERN: RE: Application 2007-009 Champlain Water District Install an Additional Water Intake Line and Structure Lake Champlain, South Burlington Management of Lakes & Ponds Project Identification Number PIN PENDING The Vermont Department of Environmental Conservation (Water Quality Division) received an application from Champlain Water District, for a permit to install an additional water intake line and structure in the public waters of Lake Champlain, South Burlington. This application has been submitted in accordance with 29 V.S.A. Chapter 11, MANAGEMENT OF LAKES AND PONDS. Before an application can be approved or denied, a determination regarding the impact of the proposed project on the public good and if the project complies with the public trust doctrine must be made. In determining how the proposed project will impact the public good, consideration shall be given to the effect the proposed project will have on water quality, fish and wildlife habitat, aquatic and shoreline vegetation, navigation, and other recreational and public uses, including swimming and fishing, consistency with the natural surroundings, and consistency with municipal shoreland zoning ordinances or any applicable state plans. More specific guidance regarding the public good decision -making is available from the Department in a document entitled "Interim Procedures for the Issuance or Denial of Encroachment Permits" adopted October 6, 1989 (excepting Section 3). The Department will rely on the guidance provided by case law in determining if the proposed project meets the public trust doctrine. Application 2007-009 Page 2 As an aid in determining the impact of the proposed project on the public good and if the proposed project complies with the public trust doctrine, comments from potentially interested persons are being requested. Any comments or requests for a public information meeting regarding this project should be PREPARED IN WRITING AND MAILED TO REACH THIS OFFICE prior to April 5, 2007; otherwise it will be presumed that there are no comments or objections. The Department will hold a public information meeting upon request from a municipality or 25 or more persons in interest. It is also requested that you communicate information regarding this application to others who you know have an interest in the matter and did not receive a copy of this notice. Enclosed is information about the application. Complete information concerning the application can be obtained from the applicant or this office. If you have any questions, please do not hesitate to contact us at the above number or address. Sincerely, Steven W. Hanna Environmental Engineer Shoreland Encroachment Program K:\Lakes\Sep\Notice\2007\2007-009-Champlain-Champlain Water District\2007-009-notice.doc Apph )on Number 2n0 7yy (For Office Use Only) STATE OF VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION 29 V.S.A. Chapter 11: Management of Lakes and Ponds PLEASE READ ALL INSTRUCTIONS BEFORE COMPLETING FORM Name of Lake or Pond SI�FG✓�'i/Zuf d3/& tw G • rl744W'6:��,C�vlunicipality 5-0 • Z.Ta1&bQ&Y211,1 2. Name of Applicant Jis /1/ci Telephone &62 (vim ' 74-�4w— Mailing Address 4-c2s Q614rA/ O � Y4/2-1< !)D/jo Je' • 23gi2 Z-L4 %� Ui 2SY9 5S 3. Person to contact (if someone other than the applicant) regaling this application: Name /2lC11Y41l0 • P/1 /1-fly �S3ti/� �7BOUr 'c Mailing Address AS Telephone (5&4-' - 2*�¢ X 0,::� 4. Project description (See instructions - Also attach location map, site plan, cross sections, construction drawings and specifications, pictures if available, and any other applicable information): SC%� �i %TAN G /✓ t'1 /c�GtC /O / 6L.1,l�✓�LGi f/lGr' !v !'�/Zi�/�/ Si 5. Purpose of the project: A 126 &A, r 6. Public benefits of the project: A 1'911ALL,c:6 / izui �/G,c /Z� /z 7. Effect on public good (see instructions): /�/�lc7- C�/✓ �T/IuG'/ /, &1zsiaxe /160 ���%it%<o�� ��•u�it�j S,'�rCiG/�Z�T 11ll�L ,� C{✓ /L/�f0 %c/IOT�`Gil:i'�iF� sllLriT 7` %✓i�f�t' �r�i1�I.�Lr—�i ih�: i,�,/i/�kF !,�/�� �� /itlyn<<ioU r , l�ii/.� �v /��,�c�"oar T�i� �✓J f n� ��.�C�=�rf % Hz' /X/ i /JLr lvlez- ILe✓ d.E C �ci 2�i� (> �!✓ ��i1! /�4 0./ 77,1 cFL/��;'� 8. Describe the work schedule: Ali o /fir-�P,�� t , 9. Site description: Jai T/fi' /�E�T ir0 O�' Z lJ /2"76,zs %:/ pF C&70 J %i l✓/� F2 fJL/NId �.'/J�' /O�/ /i' J? ,CPT// 41= 6?0 Id /d Disc �,v� - v.� z Oc� �G j- /,u ,.c� �it.� i�c��z��� �•1,y 10. Complete name aniimairin ad esses of each abutting property owner: (1) G/T y O,= .sue �iGr /1 /-/ifGi?��✓ r 2r iZc �l�I C'/�/z�� 5 7J- zX712S,c. (3) 11. Estimate the cost of the project $ Z, CL>0,,Cr-� Application fee enclosed $ /V�/9 (Note: fee for erosion control projects $155.00; otherwise multiply project cost by .005 and add to $155.00) 12. Certification: I hereby certify that the information in this application and its enclosures are true and accurate. I grant the Department permission to enter upon the land to verify information contained in the application [29 V.S.A. 404(b)]. �I ItIG�.arL,� ,11 .h12# r Z-2-42,7 Rev. 7/01 APPLICANT'S SIGNATURE DATE C4"v J On (� r 15 G /,4-5_f r - �,- Wa - 4 CIL No Text CHAMPLAIN WATER DISTRICT CONTRACT 80 PARALLEL LAKE WATER INTAKE February 22, 2007 PROJECT DESCRIPTION The Champlain Water District (CWD) plans to construct a new 42" diameter lake intake parallel to its' existing 28" diameter intake, into Shelburne Bay of Lake Champlain. The new intake will augment existing lake water supply to the Peter L. Jacob Water Treatment Facility on Queen City Park Road in South Burlington. The carrying capacity of the new intake will be a rate of 25 million gallons per day (MGD), compared to the existing intake capacity of 19 MGD. Both intakes will be operated continuously in parallel on an everyday basis at low flow rates to achieve CWD's average production of approximately 10 MGD. Either intake may be valved off for maintenance or repairs without impacting the remaining intake, or lake water pumping capability to the filter plant. Long term lake water flow capability to the filter plant will be enhanced by the additional cross -sectional area of pipeline, and ensured with the operation of on-line redundant intakes. This additional intake will assure the full treatment plant design capacity from a water quality and filter loading rate standpoint. The intake structure location has been determined based on extensive study of the thermocline, bathymetry, water quality parameters, and lake current activity within Shelburne Bay. The beach interconnection point is an existing 24" diameter pipe stub constructed in 1999 for the sole purpose of accommodating the parallel intake pipe. The intake pipe route from the beach to the intake structure has been selected to follow lake bottom topography along the most easily constructible terrain. The 42" diameter HDPE (high density polyethylene) intake will be approximately 2700 feet in length, ending at a new intake structure at a depth of about 80 feet of water. In addition, a 10" diameter HDPE containment pipe will be installed concurrent with the intake pipe, to hold a bundle of six 1-inch and one 2-inch HDPE carrier pipes running to the intake structure. The carrier pipes will provide raw water sampling to shore, zebra mussel chemical feed capability to the intake structure, and electrical cable containment to a thermocline monitoring instrument string to be installed near to the new intake structure. In August of 2006, personnel from the Lake Champlain Maritime Museum conducted an underwater archaeological survey, concluding that there are not any potentially significant archaeological sites or other cultural resources in proximity to the planned lake water intake. The location of intake construction is from CWD's lake water pump station, upon its' % acre lot on the Shelburne Bay Lakeshore next to Red Rocks beach, out into the waters of Shelburne Bay. The piping connections on shore will be buried, with approximately 5 to 6 feet of cover over the top of the pipeline. The first 300 feet of intake running out into the lake will also be buried until the pipeline emerges out onto the lake bottom; the remaining 2400 feet of intake pipeline will run exposed along the lake bottom. The work entails trenching excavation of up to 300 cubic yards of native earth materials along the first 300 feet of intake. Geotechnical investigations indicate that native materials are suitable for re -use as backfill, so all excavated materials will be returned to the lake bottom, and no wastes of any type will be generated. To prevent siltation resulting from lake bottom excavations, a turbidity curtain will be installed to completely encircle the work area, starting at the shore, and running from the lake surface to the lake bottom. 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I I I ! I e - PROFILE', DWG C-5 u+ao �a+w uwo I also zlam _ _. _ CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 6, 2007 Richard A. Pratt Chief Engineer/Assistant General Manager Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 Re: CWD Contract #80 - Parallel Lake Water Intake Dear Mr. Pratt: This is in response to your letter of March 2, 2007. I have reviewed CWD's proposal to install a parallel lake water intake. It is my opinion that the proposal does not involve land development and is therefore exempt from local review and permitting. Should you have any questions, please feel free to contact me. Sincer , ay and *e1air Administrative Officer CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service March 2, 2007 Mr. Raymond J. Belair, Administrative Officer City of South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: CWD Contract #80 — Parallel Lake Water Intake Dear Mr. Belair: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 The Champlain Water District is preparing an Act 250 Land Use Permit Application for our Parallel Lake Water Intake project. Back in November, we discussed the project and determined that local permitting will not be required. It is now apparent that the District Environmental Commission will require written documentation of that determination. Please review the attached site drawing that indicates the location of the work on the lakeshore just west of Red Rocks beach. CWD requests an administrative review of the proposed project and a letter summarizing your findings. Thank you for your attention to this matter. Please contact me with questions or for additional information. Very Truly Yours, CHAMPLAIN WATER DISTRICT l..ti i�r Richard A. Pratt Chief Engineer / Assistant General Manager UMR OF WORK 700 FEET WEST OF PUMP . tt90 to ��N -•`'\ \, \�\\ � \�_�� � \\\\\\� �\ �\\ \ t� � V`/ \1 \ �I � CONSTRUCTION BARRICADE \ \\ \ \\ \1 \ \ \ I\I\\\\\�\ \ \\ \ \, (SEE NOTE) \ \\ \ \ \\ \ \ \ \ APPROXIMATE \ \ I \ \ \ \ �\ \\\; \ \ \ PROPERTY \- ��\ 1 BOUNDARY \ \\ \ \ ~1 \\1\ItI 111j11\\�\\��\ \\ N y . \ SEE\DETAIL \ \ \ ✓o X \ q1�0 s \ SHEET FOR CONNECTION TO \ \ \ \ \ / \ \ •j? \ EXISTING PIPING APPROXIMAT@ OF LIMIT OF I ( ( f 11 BURIED PIPEU%I f�Eyq LIMIT FEET OF PUMP STX-AON) 1 \\ \\\ TURBIDITY CURTAIN \/ / \\(SEE DETAIL SHEEP C-9) I FELINE IAlD ON UA E ... .WATER LEVEL EL 97.3' ON AUG 22..2006 "IASEID ON USGS DATA AT ECIIO CENTER. BURLINGTON. VT. / 95 _ oI r � 90 tE EXISTING GRADE I ' f i.•ar. W 1� r " 'A e'a 42iC24' 1'IEDUCER, DI. F 85---- - • ------� ,.: 42� FLANGE ADAPTER A BACK UP RING ANCHOR WEIGHTS INSTALLED AT CONCRETE RESTRAINT WAL 1 '-0" ON CENTER SEE DETAIL �.80 i I 75 PROPOSED GRADE 70 NG GRADES OF LAKE B OM OR AS SHOWN. PIPELINE TO BE BURIED AS SHOWN. EXCAVATION AN 6 NINTERRUPIED POSTINE SLOPE PIPELINES 1 NI H UNDER ITEM N0. 2 - 2 INCH .WAFTER HDPE ITEM NO. 4 - BEACA PIPELINE INTERCONNECTION. 3 - 10 INCH DIAMEI CONTAINMENT PIPELINE so PROFILE SCALES: -4 ss fao-1 $2 QU WG C-3 3 OF9 4+VU J+W 2+00 1+00 0+00 CITE' OF SOUTH BURLING'rON DEPARTMENT OF PLAINTNING & ZONING 575 DORSET STREET SOUTH BUR,L,INGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 6, 2005 Wayne Elliott Forcier Aldrich & Associates 6 Market Place, Suite 2 Essex Junction, VT 05452 Re: Minutes — Champlain Water District Dear Mr. Elliott: Enclosed, please find a copy of the minutes from the March 15, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy g McDb nou h Administrative Assistant Encl. N DEVELOPMENT REVIEW BOARD 15 MARCH 2O05 The South Burlington Development Review Board held a regular meeting an Tuesday, 15 March 2005, at 6:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; M. Boucher, G. Quimby, L. Kupferman Also Present: R. Belair, Director of Planning & Zoning; R. & E. Deslauriers, S. McClellan, J. Larkin, S. Dooley, L. Bresee, P. O'Leary, J. Fay, M. Gay, G. Rabideau, P. Taylor, S. Kariko, G. Khoury, P. O'Brien, F. Taylor, S. Holcomb, S. McIntyre, B. Rikow, L. Lamoureaux, B. Precourt, G. Ballou, M. Dufresne, E. Snyder, Q. Wang, E. Ploof, M. Morey, J. Shippy, P. Fries -Taylor, D. Rossner, T. Anderson, B. Provost B. & R. Gardner, S. Homsted, K. Bean, F. Mason A. Parent 1. Other Business: Mr. Belair referred to a letter from P. J. Adams asking for a 6-month extension on a Site Plan approval. He indicated that staff is OK with this. Mr. Boucher moved to approve a 6-month extension to Site Plan approval #SP-04-32 of Paul Adams until October, 2005. Ms. Quimby seconded. Motion passed unanimously. Mr. Belair also advised that item #2 (Friendly's) and item #6 (G. Hubbard) have asked to be continued. Mr. Boucher moved to continue #SP-05-01 and #VR-04-02 until 5 April 2005. Ms. Quimby seconded. Motion passed unanimously. 2. Minutes of 1 Febrwaary, 8 February (point & regular meeting) and 15 February 2005: Mr. Boucher moved to approve the Minutes of 1 February as written. Ms. Quimby seconded. Motion passed unanimously. The minutes of 8 and 15 February could not be addressed as there was not a quorum of members present at those meetings. ' 3. Public Hearing: Preliminary plat application #SD-05-13 and final plat application #SD-05-14 of Champlain Water District to amend a previously approved plan for: 1) water treatment plant, 2) chemical storage facility, 3) a maintenance garage, and 4) other accessory facilities. The amendment consists of a planned unit development to: 1) construct a 30'x50' detached accessory structure, and 2) adding 256 sq. ft. of electrical transformers, 403 Queen City Park Road: -1- DEVELOPMENT REVIEW BOARD 15 MARCH 2005 Mr. Fay said they will be adding a cold storage maintenance type building. There is also an electrical upgrade with 2 transformers being replaced to be more reliable. Mr. Belair said the only issue involves a landscaping credit. Staff is recommending this as a brick wall will serve as a screen, and there is landscaping in front of the wall. Mr. Boucher moved to approve Preliminary Plat #SD-05-13 and Final Plat #SD-05-14 of Champlain Water District subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 4. Public Dearing: Application #CU-05-01 of Michael & Christine Gay seeking Conditional Use approval under Section 14.10, Conditional Use Review, of the South Buffington Land Development Regulations. Request is for permission to construct a 436 sq. ft. ,accessory residential unit, 50 Berfldey Street: Mr. Gay indicated he was aware of the restrictions regarding the use of the accessory unit. Mr. Dinklage asked about parking. Mr. Gay said his mother doesn't drive. Mr. Dinklage said since the unit will continue to exist in the future, there may be a driver in it. Mr. Gay indicated he could widen the driveway to accommodate another vehicle. Mr. Dinklage explained that the city doesn't want cars all over lawns and with the upcoming changes in accessory uses, there will be more problems. The Board will insist on space to park 3 vehicles. Stipulation #8 was added to approval motion to read as follows: The Site Plan shall be revised to show an additional parking space and the entry way and stairs to the new unit. Mr. Boucher then moved to approve Application #CU-05-01 of Michael & Christine Gay subject to the stipulations in the draft motion as amended above. Ms. Quimby seconded. Motion passed unanimously. 5. Public Hearing: Preliminary Plat Application #SD-05-09 and Final Plat application #SD-05-10 of Ralph Deslauriers, Jr. & John Larkin to amend a previously approved three lot subdivision. The amendment consists of subdividing a 15.67 acre parcel into four lots ranging in size from 1.85 acres to 4.53 acres, 360 Spear Street: Mr. McClellan said they are finalizing what they have been proposing all along. He showed the original subdivision and said nothing will change about infrastructure, etc. Mr. Deslauriers noted that the owner of record is Cupola Golf Course, Inc. -2- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 21, 2005 Wayne Elliott Fortier, Aldrich & Associates 6 Market Place, Suite 2 Essex Junction, VT 05452 Re: Findings of Fact — Champlain Water District Dear Sheila: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on March 15, 2005 (effective 3/18/05). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 90 days (must be submitted by 6/16/05) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough, Admi*istrative Assistant Encl. CERTIFIED MAIL - #7003 3110 0001 3598 5145 I CITY OF SOUTH BURLINGTO DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 25, 2005 Wayne Elliott Forcier Aldrich & Associates 6 Market Place, Suite 2 Essex Junction, VT 05452 Re: 403 Queen City Park Road Dear Mr. Elliott: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, March 1, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, �d Betsy McD nough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date- February 17, 2005 \drb\sub\cwd\preliminary_final.doc Plans received: January 27, 2005 CHAMPLAIN WATER DISTRICT PRELIMINARY PLAT APPLICATION #SD-05-13 FINAL PLAT APPLICATION #SD05-14 Agenda #4 Meeting date- March 1, 2005 Owner/Applicant Champlain Water District 403 Queen City Park Road So. Burlington, VT 05403 Engineer Propertv Information Forcier Aldrich & Associates Tax Parcel 1430-00403-C 6 Market Place, Suite 2 Volume 515, Pages 21-24 Essex Junction, VT 05452 Commercial 1(Cl)Zoning District Location Map ♦ tK ,,y�, i _ _ b s 1 e M Y�. r 2; a ✓�✓a rkWy, 5W it b � S xy, nq CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\cwd\preliminary final.do Champlain Water District, hereafter referred to as the applicant, is seeking preliminary and final plat approval to amend a previously approved plan for: 1) a water treatment plant, 2) a chemical storage facility, 3) a maintenance garage, and 4) other accessory facilities. The amendment consists of a planned unit development to: 1) construct a 30' x 50' detached accessory structure, and 2) adding 256 sq ft of electrical transformers, 403 Queen City Park Road. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on January 27, 2004 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C1 Zoning District Required Proposed Min. Lot Size 40,000 SF 498,679 SF _ Max. Building Coverage 40% 10.9% Max. Overall Coverage 70% 23.3% Max. Front Yard Coverage 30% 3.8% Min. Front Setback 30' >30' Min. Side Setback 10, >10' Min. Rear Setback 30' >30' �l zoning compliance PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. Neither of the proposed structures will require water or sewer service, so this requirement is not applicable. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 1. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. CITY OF SOUTH BURLING / ON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\cwd\preliminary final.do Access, circulation, and traffic will remain unchanged through the proposed project. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. According to the South Burlington Wetlands Delineation Map, there are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed structures will be visually integrated with the existing buildings on the subject property. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Staff feels this criterion is met through the proposed PUD. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not feel that the plans require the attention of the Fire Chief. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff feels that the above -mentioned infrastructure and utilizes are consistent with City standards. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\cwd\preliminary final.doc The proposed structures will relate harmoniously to the existing structures on the site. Parking on the site is adequate. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The parking spaces on the property are already in existence. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed storage building will be 16'. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The exterior of the building is not changing, so additional buffers or visual interruptions are not necessary. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The existing building is consistent with the terrain and the surrounding buildings in the area. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street; to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require the reservation of land for the provision of an access to adjacent properties. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. AM dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\cwd\preliminary final.do The plans depict two (2) dumpsters on the subject property. However, it is unclear if these dumpsters are adequately screened. 3. The plans shall be revised to indicate that the two (2) dumpsters are adequately screened, prior to recording of the final plat plans. Landscaping and Screening Requirements The applicant submitted a landscaping plan in compliance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. In addition, the applicant submitted a landscape budget prepared by North Country Landscaping. The budget indicates that the total landscaping cost is $8,400, which exceeded the minimum requirement of $4,950. However, only $1,773 of this proposed value is allocated to plants. The balance is allocated to the brick wall that is proposed to screen the structures the applicant is seeking approval for. It is staff's opinion that the Development Review Board may grant the applicant a landscape credit for brick wall since it is designed to screen the electrical transformers. The wall serves the same purpose as landscaping used to screen the transformers. This credit is authorized under Section 13.06(G)(3) of the Land Development Regulations. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must be specified and located in an area that will minimize the potential for run-off. The plans depict proposed snow storage areas. Lighting The applicant is not proposing any additional exterior lighting at this time. In any district the Development Review Board may grant site plan approval for the construction of a utility cabinet, according to the following regulations: The facility shall serve the City of South Burlington and/or immediately adjacent communities. The proposed utility cabinet will serve the City of South Burlington. The minimum required lot for a public utility cabinet, substation, or communication relay station may be reduced from the zoning district requirements, at the discretion of the Development Review Board. In the event that the facility shall be erected on property not owned by the utility, the Development Review Board shall require that the facility be located unobtrusively. The proposed utility cabinet is on an existing lot. If the parcel containing the facility is landlocked, there shall be a recorded easement or permission granting access to the utility or owner of the facility. The lot containing the facility has frontage on Queen City Park Road. There shall be suitable fencing to protect the public and sufficient landscaping with evergreens of sufficient height and density to screen effectively the facility from surrounding property. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\cwd\preliminary final.do The plans indicate that the proposed facility will be screened by an 8' high brick wall. There shall be adequate off-street parking for maintenance, service, or other vehicles. There is adequate parking on the subject property. The location of the facility shall be shown on all relevant site plans. The location of the facility is depicted on the site plans for the subject property. The Development Review Board may require setbacks or attach other conditions in order to prevent any hazard to the public or noise nuisance to surrounding property. Staff does not feel that any additional conditions are necessary for the proposed project. A facility that would be a nuisance to surrounding properties due to smoke, gas, heat, odor, noise, or vibration shall not be permitted in any district. The proposed facility will not be a nuisance to surrounding properties for any of the above - mentioned reasons. RECOMMENDATION Staff recommends that the Development Review Board approve preliminary plat application #SD-05- 13 and final plat application #SD-05-14, conditional upon the applicant addressing the numbered items in the "comments" section of this document. Respectfully submitted, Tian Robertson, Associate Planner Copy to: Wayne Elliot DEVELOPMENT REVIEW BOARD 18 JANUARY 2005 Mr. Belair noted that under the new permit reform law, accessory uses will no longer require a conditional use review. Also, a second building will be allowed on the property. This will make it possible to have duplexes more easily. Mr. Solai said the accessory unit will be 560 sq. ft. The other part of the building will be about 2000 sq ft. Ms. Quimby moved to approve Application #CU-04-16 of Vignesh Solai subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Site Plat Application #SP-04-52 of Lodging North, Inc., to amend a previously approved plan for a 162 room hotel with a 135 seat standard restaurant and 150 member fitness center. The amendment consists of modifying: 1) the parking layout, and 2) the landscaping plan, 1117 Williston Road: Mr. Belair said when he went to inspect the property for a CO, he saw that parking did not meet the approval motion and landscaping had also been changed. The present plan is an "as built" plan. Mr. Dinklage asked how the 2-way access is working. Mr. Portz said it is OK. Mr. Belair noted there are some violations on the property across from this one. Ms. Quimby moved to approve Site Plan Application #SP-04-52 of Lodging North, Inc., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 10. Sketch Plan Application #SD-04-89 of Champlain Water District to amend a previously approved plan for 1) a water treatment plant, 2) a chemical storage facility, 3) a maintenance garage, and 4) other accessory facilities. The amendment consists of a planned unit development to: 1) construct a 30'x50' detached accessory structure, and 2) adding 256 sq ft of electrical transformers, 403 Queen City Park Road: Mr. Belair said this will now be a PUD because of the number of detached accessory structures. Mr. Kupferman asked if the new uses will be screened. Mr. Elliott said they would. He added that the part up front is for the transformers. There are 2 there now with a wall in front of them. The wall will be extended. There will also be a chain link fence. The applicant asked to combine preliminary and final plats. Mr. Dinklage said this would be at the applicant's risk. CHAMPLAIN WATER DISTRICT NEW PRIMARY POWER TRANSFORMERS AND NEW STORAGE BUILDING LANDSCAPING VALUE ITEM ESTIMATED COST Brick Screen Wall Excavation $450 Backfill $400 Concrete Footings and Wall $1,540 Brick Wall and Precast Cap $4,240 Plantings Estimate by North Country Landscape $1,773 TOTAL $8,400 Total exceeds estimate of $4,950 ($165,000 X 0.03) Printed on recycled paper 01/26/2005 11:03 8028789303 N COUNTRY LANDSCAPE PAGE 02 North Country Landscape & Garden Center 135 TALCOTT ROAD WILLISTON, VT' 05495 (802)878-7272 - FAX (802)878-9303 to AS c ram—, r e-. `• 1"1 !�"�� 1 l �h �� � �'"�`!'.' ice' �� �'� +1 C 1 i 3 es i\\\ ��1,�� �ac.)� +r^h�'T� �J �ns� ,C i Cd�>�i .� �(Gr IvA"e- STING PARKING AREA PRE --BAST CONCRETE SCI N WALL CAP WITH SLOPING TOP IN f 4'-0" LENGTHS, TYPICAL. INCLUDE FLOOD COAT WATER PROOFING ON ALL EXPOSED SURFACE OF PRE --CAST CONCRETE CAP, TYPICAL. CAULK SEAL CAP TO ---� FLASHING TABS, TYPICAL CONCRETE TRANSFORMERS. CONTINUOUS FLASHING NG ELEVATIONS, UNDER CAP W/ DRIP ). TYP. OF 2. TABS, TYPICAL NEW 11' DOUBLE FACE BRICK TO MATCH EXISTING AT ALL FACES OF SCREEN WALL, TYPICAL CONTINUOUS THRU-WALL BASE FLASHING. LAY ON MORTAR I HIGH POINT AT WALL CENTER FOR DRAINAGE, INCL. WEEPS 16" O.C. EACH SIDE, TYPICAL. BRICK TO OVERHANG FOUNDATION FACE 1" AT EACH SIDE AND ENDS OF WALL, TYPICAL. GROUT RUB ALL EXPOSED CONCRETE, TYPICAL **NOTE: DUE TO 10" WALL THICKNESS, AT ENDS OF WALL CUT BRICK AS REQUIRED TO BOND CORNERS, TYPICAL. A z —10" �--- HORIZ. JOINT REINFORCING _ ® 16" O.C. �v- (VERT), TYPICAL OD o �- 3500 PSI v co CONCRETE w /- #4024 0 c� Y U MATCH mm EXISTING FINISHED GRADE I " 1" \ $n a o /- #5 ® 12" #5 0 24" DOWELS FROM EXISTING WALL (2) 5 ----� FIELD # VERIFY 4 0j z TO MATCH I FIELD VERIFY I —� EXISTING —�-I TO MATCH I,•-- EXISTING TYPICAL SECTION @ NEW BRICK SCREEN WALL SCALE: 1 /2" = 1'—O" E4 WRAP TREE TO LOWEST BRANCHES WITH WATERPROOF TREE WRAP AFTER SPRAYING WITH 10% SOLUTION OF INSECTICIDE. TIE WITH TWINE 4' DIAMETER MULCH CIRCLE FOR TREES IN TURF REMOVE BURLAP FROM TOP HALF OF ROOT BALL TREES TO BE SUPPORTED BY WOOD STAKES 2" X 2" X 6' AND #12 WIRE ENCASED IN 3/8" RUBBER HOSE 12" MIN. PLANTING MIX ALL SIDES OF ROOT BALL PLANTING AND SUPPORT DETAIL NOT TO SCALE TREE CALIPER 1" 1" TO 2" 2" TO 4" OVER 4" 1 STAKE WITH 1 GUY WIRE 2 STAKES WITH 2 GUY WIRES 3 STAKES WITH EYE BOLTS AND TURNBUCKLES 4 GUY WIRES WITH EYEBOLTS AND TURNBUCKLES RECOMMENDED SPECIES: SARGENT CRABAPPLE - SHRUBBY ±10' RHODODENDRON - 'PJM' BURKWOOD VIBURNUM SUMMERSWEET CRANBERRY BUSH VIBURNUM VIRGINIA CREEPER TAXUS XMEDIA - 'HICKSII' GENERAL LANDSCAPING NOTES• 1. ALL PLANTS TO BE SUPPLIED IN BALL AND BURLAP OR CONTAINER GROWN. 2. ALL PLANTS WILL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260.1, LATEST EDITION. 3. ALL PLANTS WILL BE MULCHED IN CIRCLE 1 /3 LARGER IN DIAMETER THAN PLANTING HOLE WITH 3" DEPTH OF GROUND BARK. FI LTE 1 N N CL rfi Ln O O N N LJ Z 3 LLJ 0 Q Q CD i 0 u 1 M O O N fN U 0) 0 a C) U U / 0-4 // ���•' Nam; % ..sue<- _ 'V;?='� 1 NFFWA YP'CPIBI ,:1 NW MANSPOFIMM ,W WATER �•,yF��r \` �4 I � A � < yi ✓ / STORAGE / TANK GREEN ML POWER ) RA w ; - TR TMENT01430 00303 / WATER CHEMICAL ;;; PL T STORAGE TANK GARAGEIr a, eo ti +� + k f //�i �►// �/ / / I / NEW E(EOI / / µ / SNOW FILTERED r•a �ll��T a� / / OLLOM // _k /r STORAGE 11 WATER �� �� /� _✓ , // , AREA l 1\� STORAGE .I� e° ��, NEW PAVED '��`p/ ENTRANCE LAGOON MAIN BAY ' I _-vo— l� / �li CONTROL MEASUIRES / / / / �✓, /ts0 \\1 \ / / �\\ 7-ZREEN MT. POWER ll / 01430 '1u ice' // w/ / 00503 1 --f 1 1 — /� = 1.. pant CRAM LAINDISTRICT WATER w / R -j� �160— DISTRICT I 1 I' Tir- -- \ 4'. 01430 ?,.r .✓ �/ 00403 % Id fir. / /� LAGOON EAST BAY , LAGOON SOUTH BAY t I / RESIDUALS _i FACILITY 140 \ 100' CONSERVATION of I' = / %�°Q / — A \ �>r ZONE SETBACK � Q \ � /•brbsYi � � 1 I HANNAFORD i ) BROTHERS \ 0675 \ 00040\ \ SPLAN PIANa= LE�Q 11119MI IMAU i CONIO= ...... — — 165 — — PROPERTY LINE — NEW GRASS AWA PAVEMENT .... \ ORAVEL DRIVE .... 11010 r ho � bra„ r SFOr� / \ r i NEWTRAWKWW99 PLAN SCALE: - Orj Or/l Qq. 1 \ rr Nr I CHAMPWN WATER I DISTRICT 0982 00142 anrsr / 17 / HANNAFO\.. \ BROTHERS 01540 935-7 I WEW BRICK SCREEN WALL TWO (2) NEW PR M POWER TRNIVOFAM LANDSCAPE SCHEDULE ®IB'1 (1) JAPANESE TREE ULAC • (3) DENSE YEW 0 (2) NORY HALO DOGWOOD • (3) DWARF MAYO PINE OWNER RIOT 403 QUEEN CITY PARK ROAD SO. BURLINGTON. VT 05403 ZONING DISTRICT: COMMERCIAL I - RESIDENTIAL 15 LOT COVERAGE: BUR.DIN S: EXISTING: 10.6% PROPOSED: 10.9% OVERALL: EXISTING: 23.3% PROPOSED: 23.31 FRONT YARD: EXISTING: 3.0% PROPOSED: 3.0% / GRAPHIC SCALE o :oo m9 r 1 / rW rasr ) I F— U p EY � �of N ; 0 Er Z W p H � Q 3 z Z J Of J M CL 2 O C) O (N DESIGNED WAE DRAWN JEB CHECKED WAE DATE NOVEMBER, 2004 W OZ a � J m N 00 n_ ex Ad 0 Wt/1 00 H W tj d Z U � a � w to ~ z � w o � U NY ~ N 3 I- PROJECT NO. 04031 DRAWING NO. 1 of Intent to Prepare an Environmental Impact Statement (EIS) on the project. The Notice of Intent is available online at www.circEIS.org or by calling Project Manager, Richard J. Ranaldo at the number below. The Federal Highway Admin- istration (FHWA) and Vermont Agency of Transportation (VTrans) are lead agencies for the project. The EIS will identify and consider a wide range of alternatives to improve trans- portationin the project area. These alternatives may include but are not Limited to: a taking no action, i.e., the No - Build Alternative a strategies to better manage tranSDortatinn rinm 4 42 20 Kimball Avenue, Suite 303N South Burlington, VT 05403- 6805 Open houses will be held from 6:30 p.m. to 9 p.m. at the fol- lowing Locations. You may attend at any time. a Tuesday, March 15 at Browns River Middle School, 20 River Road, Jericho Wednesday, March 16 at Williston Town Hall, 7900 Williston Road (Route 2) Thursday, March 17 at Contois Auditorium, Burlington City Hatt PUBLIC REARING SOUTH BURLINC "t DEVEL- OPMENT REVIFJ RD The South Burlington Development Review Board MU hold a public hearing at the South Burlington City Halt Conference Room, 575 Dorset Street, South Burlington, Vermont on March 1, 2005, at 7:30 P.M. to consider the follow- ing: 1. Preliminary plat application #SD-05-06 of Provost Real Estate, LLC and Robert & Joyce Snyder for a planned unit devel- opment consisting of: 1) subdi- viding a 1.02 acre lot developed with a single family dwelling into two (2) lots of 0.27 acres and 0.75 acres, 2) subdividing a 0.50 acre lot developed with a single family dwelling into two (2) 0.25 acre lots, 3) combining the undeveloped 0.25 acre lot with the adjacent 0.75 acre lot to create a 1.0 acre lot, and 4) constructing two (2) two-family dwellings on the 1.0 acre lot, 10 & 14 Shunpike Rd. 2. Preliminary plat application #SD-05-09 and final plat appli- cation #SD-05-10 of Ralph DesLauriers, Jr. & John Larkin to amend a previously approved three (3) lot subdivision. The amendment consists of subdivid- ing a 15.67 acre parcel into four (4) tots ranging in size from 1.85 acres to 4.53 acres, 360 Spear St. 3. Final plat application #SD-05- 11 of University Mall Realty Trust to amend a previously approved planned unit develop- ment consisting of a 675,609 sq. ft GFA shopping center complex with 616,222 sq. ft of GLA. The amendment consists of relocat- ing an access connection to the property to the north (University Inn), 155 Dorset St. 4. Application #CU-05-01 of Michael & Christine Gay seeking Conditional Use approval. under Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is for permission to con- struct a 436 sq. ft accessory res- idential unit, 50 Berkley St. 5. Preliminary plat application #SD-05-13 and final plat appli- cation #SD-05-14 of Champlain Water District to amend a previ- ously approved plan for: 1) a water treatment plant, 2) a chemical storage facility, 3) a maintenance garage, and 4) other accessory facilities. The amendment consists of a planned unit development to: 1) construct a 30' x 50' detached accessory structure, and 2) adding 256 sq. ft of electrical transformers, 403 Queen City Park Rd. John Dinklage, Chairman South Burlington Development Review Board Richard W. Norton Judge - Chittenden Superior Court > support groups DON'T SEE A SUPPORT group here that meets your needs? Call United Way GET -INFO (a confiden- tial help line) 652-4636, Monday - Friday, 8:30 a.m. - 4:30 p.m. CANDIDA SUPPORT GROUP: Now forming. Share stories. 860-9506. DIABETES EDUCATION and Support Group of Chittenden County meets the third Thursday of every month at the Williston Federated Church, 6:30-8 p.m. We often have guest speakers. Info, 847-2278. CHADD SUPPORT GROUP MEETING: CHADD is a support organization for children and adults with Attention Deficit/Hyperactivity Disorder. Every second Tuesday of the month at Champlain College, 7- have against the Plaintiff, or VT PARENTS OF FOOD ALLER- you will thereafter be barred GY CHILDREN EMAIL SUPPORT From making such claim in any GROUP: Info, contact MaryKay other action. YOUR ANSWER Hill, Hi It.kern@verizon.net or MUST STATE A COUNTERCLAIM call 802-373-0351. WHETHER OR NOT THE RELIEF MIXED GENDER COMING OUT DEMANDED IN THE COM- SUPPORT GROUP: Every 2nd PLAINT IS FOR DAMAGE COV- and 4th Thursday, 6:30 p.m. Co- ERED BY A LIABILITY INSUR- facilitated by supportive peers ANCE POLICY UNDER WHICH and mental -health professionals THE INSURER HAS THE RIGHT and open to all lesbian, gay, OR OBLIGATION TO CONDUCT bisexual transgender and ques- THE DEFENSE. If you believe tioning adults age 23 and up. that the Plaintiff is not entitled Check out this group meeting at to all or part of the claim set R.U.1.2?. forth in the complaint, or if you ARE YOU A PARTNER OR close believe that you have a counter- ally of a transgender or transsexu- cWm against the Plaintiff, you at person? We have a support may wish to consult an attorney, group designed for your unique If you feel that you cannot needs. The second Wednesday of afford to pay an attorney's fee, every month at 6 p.m. R.U.1.2 you may ask the clerk of the Community Center, 34 Elmwood court for information about Ave., Burlington. Info, 860-7812. places where you may seek legal TRANS SOCIAL AND SUPPORT assistance. Plaintiffs action is a GROUP: First Wednesday, 6:30 claim for relief by reason of P.M. Looking for peer support default by Defendants on certain among other transgendered Promissory Notes given to folks? Need a safe space to relax Plaintiff by Defendants which and be yourself? Check out this remain unpaid. A copy of the group meeting at R.U.1.2? complaint is on file and may be 60+ SUPPORT GROUP: Ongoing obtained at the office of the weekly support group for men clerk of this court. and women over the age of 60. If appearing from the affidavit Share your strengths and strug- duly filed in the above entitled gles with this particular stage of action that service cannot be life. We have fun! Facilitated made with due diligence by any by Barbara L. Kester, Ph.D. of the methods prescribed in 657-3668. V.R.C.P. 4(d) through (f) inclu- MOOD DISORDER SUPPORT sive, it is hereby ORDERED that GROUP: First group meeting, service of the above process Monday, November 8, 4:15-6 shall be made upon the p.m., Northfield United Church, Defendants by publication pur- Main St. Info, 485-4934 or suant to V.R.C.P. 4 (d) (1) and email suppgrp@yahoo.com. 4(g). This order shall be pub- TOPS (Taking Off Pounds lished once a week for three Sensibly) Chapter meeting, St. consecutive weeks on February Francis Xavier School, Winooski. 2, 2005; February 9, 2005 and Sundays, 6 p.m. weigh-in, 6:30- February 16, 2005 in Seven Days, 7:30 p.m. meeting. Info, call a newspaper of general circula- Fred or Bennye, 655-3317 or tion in Chittenden County, and a Patricia, 658-6904. copy of this order shall be INTERESTED IN WRITING for mailed to the Defendants, if children? Support and critique their address is known. Dated at group meets monthly. Call Anne, Burlington, this 24 day of 861-6000 or anne@booksby January, 2005. me.us. NARCOTICS ANONYMOUS is a group of recovering addicts who live without the use of drugs. It costs nothing to join. The only requirement for membership is a desire to stop using. Info, 862- 4516, or visit www.together. net/-cvana. held in Burlington, South Burlington and Colchester. For more information, call 860- 8388 or toll -free, 1-866-972- 5266. SURVIVORS OF SUICIDE: Support group for those who have lost a loved one to suicide. Meets the 2nd Wednesday of every month at the Holiday Inn in South Burlington, (1068 Williston Rd.), from 6-7:30 p.m. For more information, please contact Cory Gould, 223-4111 or cgould1136@earthlink.net. Sponsored by the American Foundation for Suicide Prevention -VT. SEX AND LOVE ADDICTS ANONYMOUS: 12-step recovery group. Do you have a problem with sex or relationships? We DECLUTTERS SUPPORT G Are you ready to make imp ments but find it overwhel Maybe 2 or 3 of us can get together to help each simp 453-3612. PARENTS TOGETHER: Supi group will be meeting in Rt on Monday evenings. Snack childcare provided. All grou are free and confidential. P call Amy at 247-5460 for m information. WOMEN CHANGING: A cor ous educational support gro for women who are interest. changing patterns in their t Wednesdays -ongoing. 12:30 p.m. CaIL Angie at AWARE in Hardwick, 472-6463. SUPPORT GROUP FOR W0I who have experienced intim. partner abuse, facilitated by Battered Women's Services a Shelter of Washington Count Please call 1-877-543-9498 more info. WANTED: Fellow painters to together hi -weekly for coffee and to discuss our work. Sup each others creativity! Show your work. Meet at local do% town coffee shops. Call 658- 2976, if interested. AHOY BREAST CANCER SUI VIVORS: Join our support gr where the focus is on living, on the disease. We are a tear dragon boaters. Learn all abc this paddle sport and its hea giving, life -affirming qualitie Any age. No athletic experien needed. Call Linda at 802-43, 4423 or email• dragonheartve mont@gmavt.net or go to: www.dragonheartvermont.org. SELF -REALIZATION: Social/: port group for like-minded pe ple interested in spirituality, yoga, psychic experiences, tra scendence and transformation Burlington. If interested, call at 877-3375 or email jlo@together.net. NAKED IN VERMONT. The pr mier Nudist/Skinnydipper orga zation in Vermont offering inf mation Library, message board, chat room, yahoo group, and more. (ALL FREE) Visit www.nakedinvermont.com. SCLERODERMA FOUNDATION New England: Info, Blythe Leonard, 878-0732 or atblythe @aol.com. WOMEN'S WEIGHT LOSS SUP PORT GROUP: Do we know wh to do? Yes! Do we do it? Not always! Sometimes the answer mutual support - for free! Lei decide together what works for us. I want to start - do you? Anne, 861-6000. BIPOLAR SUPPORT GROUP open to new members. Meets downtown. Our goal is to become healthy and happy. For info, call Gerhard at 864-3103. ALS (LOU GEHRIG'S DISEASE: monthly support group: For patients, caregivers and loved ones who are living or have Live with ALS. Third Thursday of the month, 1-3 p.m. Jim's House, 1266 Creamery Rd., Williston. Pei tit Number SD fittp://sl)uri.com/docs/unaipiat.nt Permit Number SD- 05 _ f CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must, be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Champlain Water District, 403 Queen City Park Road So. Burlington, VT 05403 T: 864-7454 F : 864-0435 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 515. Paaes 21-24 3) APPLICANT (Name, mailing address, phone and fax #) Champlain Water District, 403 Queen City Park Road, So. Burlington, VT 05403 T: 864-7454 F: 864-0435 4) CONTACT PERSON (Name, mailing address, phone and fax #) Wayne Elliott, Forcier Aldrich & Associates. 6 Market Place, Suite 2, Essex Jct., VT 05452 T: 879-7733 _ F: 879-1742 5) PROJECT STREET ADDRESS 403 Queen City Park Road 6) TAX PARCEL ID # (can be obtained at Assessor?s Office) 1430-00403-N 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) Water Treatment Plant (15,150 sq. ft.), Chemical Storage Building (2,200 sq. ft.), Maintenance Building (3,500 sq. ft.), Residuals Facility (224,235 sq. ft.). Water Storage Tanks (7,775 sq. ft.). I of 1/t3/2005 12:33 Pe, mit Number SD nrrp:iisnuri.convumsi unuipiat.ui b) Proposed uses on property (include description and size of each new use and existing uses to remain) New Storage Building: (30' x 50' = 1,500 s . ft.) New Electrical Transformers: (2 x 8' x 16' = 256 sq, ft. ) c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing and Proposed: 52.860 a. ft. + 1,500 sq- ft. = 54,360 sn ft d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) New Storage Building: 16 feet, 1 story at grade. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Existing and Proposed: 31 employees (8 office, 23 non -office), 16 company vehicles. g) Other (list arty other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) None h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50? buffers? No c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City?s Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 2 of 6 1/ 13/2005 12:33 Penn it Number SD ntip:usr)uri.com/uocs/ unaipiaLuu 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 11.5 acres b) Building Coverage: Existing 52,860 square feet 10.6 % Proposed 54,360 square feet 10.9 % c) Overall Coverage (building, parking, outside storage, etc): Existing 116,200 square feet 23.3 % Proposed 116,200 square feet 23.3 % d) Front Yard Coverage(s) (commercial projects only): Existing 19,000 squarefeet 3.8 % Proposed 19,000 square feet 3.8 % 10) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking None 11) COST ESTIMATES a) Building (including interior renovations) $ Building: $90,000, Electrical Transformers: $75,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 4,950 c) Other site improvements (please list with cost) 12) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) Employees: 60 trips, Others: 20 trips b) A.M. Peak hour for entire property (in and out) 25 trips c) P.M. Peak hour for entire property (In and out) 25 trips 3 of 1/13/2005 12:33 pet-rnit Number SD nnp:ii s o urt.cunv ucxsi nuaip►at.uu 13) PEAK HOURS OF OPERATION 7:00 a. m. - 4:00 p. m. 14) PEAK DAYS OF OPERATION Monday thru Friday 15) ESTIMATED PROJECT COMPLETION DATE December 2005 10 PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (t V x 17") of the plant must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT OW6,74f -5oxe-� A�--40-Q— —7 X jw�& �� SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete 4 of 6 1/13/2005 12:33 CHAMPLAIN WATER DISTRICT WATER TREATMENT PLANT - OFFICE EXPANSION LIST OF ABUTTERS 01430-00503. Green Mt. Power 163 Acorn Lane Colchester, VT 05407 01540-935-7 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 0675-00040 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 01430-00303 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 Printed on recycled paper Permit Number SD- -� _ http://sburl.com/dots/prelimplat.hi Permit Number SD- CITY OF SOUTH B URL INGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #f) Champlain Water District, 403 Queen City Park Road, So. Burlington, VT 05403 T:864-7454 F:864-0435 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 515, Pages 21-24 3) APPLICANT (Name, mailing address, phone and fax #) Champlain Water District 403 Queen City Park Road, So. Burlinaton. VT 05403 T:864-7454 F:864-0435 4) CONTACT PERSON (Name, mailing address, phone and fax #) Wayne Elliott, Fortier Aldrich & Associates, 6 Market Place, Essex Jct., VT 05452 T:879-7733 F:879-1742 5) PROJECT STREET ADDRESS 403 Queen City Park Road 6) TAX PARCEL ID # (can be obtained at Assessor?s Office) 1430-00403-N 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) Water Treatment Plant (15,150 sq. ft.), Chemical Storage Buildinq (2,200 sq. ft.), Maintenance Buildina (3,500 sq. ft.), Residuals Facility (24,235 sq. ft.), Water Storage Tanks (7,775 sq. ft.) b) Proposed uses on property (include description and size of each new use and existing uses to remain) New Storage Building: (30' x 50' = 1,500 sq. ft.) New Electrical Transformers: (2 x 8' x 16' = 256 sq, ft.) c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing and Proposed: 52,860 sq. ft. + 1,500 sq. ft. = 54,360 sq, ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) New Storage Building: 16 feet, 1 story at grade. e) Number of residential units (if applicable, new units and existing units to remain) N/A 1 of 5 1/18/2005 6:48 Permit Number SD- http://sburi.com/docs/prelimplat.hi f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Existing and Proposed: 31 employees (8 office 23 non-office)16 company vehicles. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) None h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 8) WETLAND INFORMATION a) Are there any wetlands (Class 1, H, or III) on the subject property? Yes b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50? buffers? No c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City?s Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 11.5 acres b) Building Coverage: Existing 52,860 square feet 10.6 % Proposed 54,360 square feet 10.9 % c) Overall Coverage (building, parking, outside storage, etc): Existing 116,200 square feet 23.3 % Proposed 116,200 square feet 23.3 % d) Front Yard Coverage(s) (commercial projects only): Existing 19,000 square feet 3.8 % 2 of 1/18/2005 6:48 Permit Number SD- - http://sburi.cQmldocs/prelimplat.ht r � Proposed 19,000 square feet 3.8 % 10) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking None 11) COST ESTIMATES a) Building (including interior renovations) $ Building; $90,000 Electrical Transformers: $75,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ $4, 950 c) Other site improvements (please list with cost) 12) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) Employees: 60 trips Others: 20 trips b) A.M. Peak hour for entire property (in and out) 25 trips c) P.M. Peak hour for entire property (In and out) 25 trips 13) PEAK HOURS OF OPERATION 7:00 a.m. - 4:00 p.m. 14) PEAK DAYS OF OPERATION Monday thru Friday 15) ESTIMATED PROJECT COMPLETION DATE December 2005 16) PLEASE LIST ABUTTING LANDOWNERS (include those across a street). You may attach on a separate sheet: 17) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular sire copies and one reduced copy (I V x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). 3 of 5 1/18/2005 6:48 . Permit Number Sl?- nttp:usvur►.wiluumb/prcnmp►ut.ut I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SI ATURE OF APPLI NT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete Director of Planning & Zoning or Designee Date 4 of 5 1/18/2005 6:48 � � 1 CHAMPLAIN WATER DISTRICT WATER TREATMENT PLANT - OFFICE EXPANSION LIST OF ABUTTERS 01430-00503 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 01540-935-7 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 0675-00040 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 01430-00303 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 Printed on recycled paper CHAMPLAIN WATER DISTRICT WATER TREATMENT PLANT - OFFICE EXPANSION LIST OF ABUTTERS 01430-0.0503 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 01540-035-7 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 0675-00040 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 01430-00303 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 Printed on recycled paper CHAMPLAIN WATER DISTRICT NEW PRIMARY POWER TRANSFORMERS AND NEW STORAGE BUILDING REPORT ADDRESSING THE PLANNED RESIDENTIAL/UNIT DEVELOPMENT CRITERIA IN 15.18 A. General Standards (1) Water Supply and Wastewater Disposal Capacity This standard is not applicable since neither the new electric transformers or new storage building will utilize any water supply or wastewater disposal capacity. (2) Grading and Erosion Controls Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on this property or adjacent properties. Due to the small area of disturbance for this project (less than 1 acre), coverage will not be required under the General Permit for Construction issued by the State. (3) Access, Circulation, and Traffic Management This project will not generate any additional traffic, therefore there will be no additional congestion to adjacent roads. (4) Wetlands, Streams, Wildlife Habitat and Unique Natural Features The new electric transformers are being constructed in an existing lawn and parking area, and the new storage building will be constructed on an existing gravel storage area. Neither location has any negative impacts on wetlands, streams or wildlife habitat. (5) Visually Compatible The new electric transformers are being constructed on the north side of the Water Treatment Plant next to two existing transformers. An 8' high brick screening wall will be extended on the north side to eliminate the view of the transformers from Queen City Park Road. In addition, a chain link fence with green privacy slats will be provided on the east side. The new storage building will be constructed on the west side of the site behind the existing Maintenance Building and this new building is compatible with the existing structures on -site. Printed on recycled paper (6) Open Space Areas Neither project has an impact on open spaces regarding spaces between adjoining parcels and/or stream buffer areas. The new electric transformers are being constructed within an existing parking area and the new storage building is being constructed in a gravel storage area. (7) Fire Protection Potable water is not being extended to either the new electric transformers or new storage building. Fire protection is provided on -site by existing hydrants and access is provided to each structure. (8) Extension of Services and Infrastructure Neither project has any services and infrastructure which would need to be compatible with adjacent properties. (9) City Utility and Roadway Plans Both projects are to be privately maintained by Champlain Water District and there is no extension of public roads, utilities, sidewalks, or recreation paths. (10) Comprehensive Plan The site is an existing water treatment plant, therefore the projects are consistent with the goals and objectives of the comprehensive plan. 2 1 ) Forcier Aldrich & Associates. Inc. Consulting Engineers January 27, 2005 Mr. Ray Belair, Administrative Officer City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Champlain Water District New Primary Power Transformers and New Storage Building #S P-04-89 Applications for Preliminary and Final Subdivision Plat FA&A Project 04031 Dear Mr. Belair: We provide the following responses to the comments from the Sketch Plan review: 1. The project will adhere to the standards for erosion control as defined in Section 16.03 and the grading plan shall meet the standards defined in Section 16.04. 2. Any new utility lines, services, and service modifications will be underground pursuant to Section 15.13(E). 3. The existing dumpsters are shown on the site plan behind the existing water treatment plant building near the loading dock. 4. The landscaping schedule is submitted with the final plat application. 5. The details for the brick screening wall are submitted with the final plat application. The applications for the Preliminary and Final Subdivision Plat are enclosed. Other items are addressed as follows: 1. The survey plat has been previously submitted. This document is entitled "Final Plat of Resulting Parcels of Champlain Water District, The Humane Society of Chittenden County and Green Mountain Power Corporation" as prepared by Knight Consulting Engineers, dated 12/20/99. 2. The report addressing the planned residential/unit development criteria in 15.18 is enclosed. 3. The landscaping schedule is shown on the site plan and a detail is provided for the brick screen wall. Use of the brick screen wall and plantings for the landscaping budget are requested. A cost estimate for the brick screen wall and plantings is enclosed, and the combined value exceeds the required landscaping budget. 4. The existing dumpsters are shown on the site plan. 5. The existing bike rack is shown on the site plan. 6 Market Place, Suite 2 Essex Junction, VT 05452 Phone: 802-879-7733 Fax: 802-879-1742 E-mail: info@forcieraldrich.com Printed on recycled paper R. Belair January 27, 2005 Page 2 Please call with any questions. Sincerely, Forcier Aldrich $ Associates Wayne A. Elliott, P.E. Project Manager Attachments cc: Jim Fay, Champlain Water District Paul Tice, Champlain Water District CITY OF SOUTH BUR LINGTON DEPARTMENT OF )PLANNING & ZONL'14G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 9, 2005 Hannaford Brothers Martins Foods of South Burlington PO Box 1000 Portland, ME 04104 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Administrative Assistant =111 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOL'TH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 9, 2005 Green Mountain Power 163 Acorn Lane Colchester, VT 05466 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLYNGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VE'RMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 2, 2005 Wayne Elliott Forcier & Aldrich Associates 6 Market Place Essex Junction, VT 05452 Re: Minutes — 403 Queen City Park Road Dear Mr. Elliott: Enclosed, please find a copy of the minutes from the January 18, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy cDonough Administrative Assistant Encl. } 0 01) u DEVELOPMENT REVIEW BOARD 18 JANUARY 2005 Mr. Belair noted that under the new permit reform law, accessory uses will no longer require a conditional use review. Also, a second building will be allowed on the property. This will make it possible to have duplexes more easily. Mr. Solai said the accessory unit will be 560 sq. ft. The other part of the building will be about 2000 sq ft. Ms. Quimby moved to approve Application #CU-04-16 of Vignesh Solai subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Site Plat Application #SP-04-52 of Lodging North, Inc., to amend a previously approved plan for a 162 room hotel with a 135 seat standard restaurant and 150 member fitness center. The amendment consists of modifying: 1) the parking layout, and 2) the landscaping plan, 1117 Williston Road: Mr. Belair said when he went to inspect the property for a CO, he saw that parking did not meet the approval motion and landscaping had also been changed. The present plan is an "as built" plan. Mr. Dinklage asked how the 2-way access is working. Mr. Portz said it is OK. Mr. Belair noted there are some violations on the property across from this one. Ms. Quimby moved to approve Site Plan Application #SP-04-52 of Lodging North, Inc., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 10 Sketch Plan Application #SD-04-89 of Champlain Waiter District to amend a previously approved plan for 1) a water treatment piailnt, 2) a chemical storage facility, 3) a maintenance garage, and 4) other accessory facilities. The amendment consists of a planned unit development to: 1) construct a 30'x50' detached accessory structure, and 2) adding 256 sq ft of electrical transformers, 403 Queen City Park Load: Mr. Belair said this will now be a PUD because of the number of detached accessory structures. Mr. Kupferman asked if the new uses will be screened. Mr. Elliott said they would. He added that the part up front is for the transformers. There are 2 there now with a wall in front of them. The wall will be extended. There will also be a chain link fence. The applicant asked to combine preliminary and final plats. Mr. Dinklage said this would be at the applicant's risk. CITY OFSOUTH BURL.INGTON DE,DE, PARTME, NT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FA) (802) 846-4101 January 14, 2005 Wayne Elliott Forcier & Aldrich Associates 6 Market Place Essex Junction, VT 05452 Re: 403 Queen City Park Road Dear Mr. Elliott: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, January 18, 2005 at 7:30 p.m. at the City Hail Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 7, 2005 \drb\sub\cwd\sketch.doc Plans received: November 23, 2004 CHAMPLAIN WATER DISTRICT SKETCH PLAN APPLICATION #SP-04-89 Agenda #10 Meeting date: Ja uary 18, 2005 Owner/Applicant Champlain Water District 403 Queen City Park Road So. Burlington, VT 05403 Engineer Property Information Forcier Aldrich & Associates Tax Parcel 1430-00403-C 6 Market Place, Suite 2 Volume 515, Pages 21-24 Essex Junction, VT 05452 Commercial 1 (Cl) Zoning District Location Ma 4 • '4 �4 1 . LF V CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\su b\cwd\sketch. d oc Champlain Water District, hereafter referred to as the applicant, is seeking sketch plan review to amend a previously approved plan for: 1) a water treatment plant, 2) a chemical storage facility, 3) a maintenance garage, and 4) other accessory facilities. The amendment consists of a planned unit development to: 1) construct a 30' x 50' detached accessory structure, and 2) adding 256 sq ft of electrical transformers, 403 Queen City Park Road. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 23, 2004 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C1 Zoning District Required Proposed Min. Lot Size 40,000 SF 498,679 SF Max. Building Coverage 40% 10.9% Max. Overall Coverage 70% 23.3% Max. Front Yard Coverage 30% 3.8% Min. Front Setback 30' >30' Min. Side Setback 10, >10' Min. Rear Setback 30' >30' v' zoning compliance PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. Neither of the proposed structures will require water or sewer service, so this requirement is not applicable. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 1. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\su b\cwd\sketch.doc Access, circulation, and traffic will remain unchanged through the proposed project. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. According to the South Burlington Wetlands Delineation Map, there are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed structures will be visually integrated with the existing buildings on the subject property. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Staff feels this criterion is met through the proposed PUD. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff does not feel that the plans require the attention of the Fire Chief. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff feels that the above -mentioned infrastructure and utilizes are consistent with City standards. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement and adequate parking areas. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\cwd\sketch doc The proposed structures will relate harmoniously to the existing structures on the site. Parking on the site is adequate. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The parking spaces on the property are already in existence. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed storage building will be 16'. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The exterior of the building is not changing, so additional buffers or visual interruptions are not necessary. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The existing building is consistent with the terrain and the surrounding buildings in the area Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require the reservation of land for the provision of an access to adjacent properties. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). CITY OF SOUTH BURLINGTON 5 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \d rb\su b\cwd\sketch. d oc The plans do not depict a dumpster on the subject property. 3. if a dumpster is existing or proposed on the subject property, the plans should be revised to depict the dumpster, adequately screened, prior submittal of the preliminary plat application. Landscaping and Screening Requirements 4. The applicant should submit a landscaping plan in compliance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations, with the preliminary plat application. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must be specified and located in an area that will minimize the potential for run-off. The plans depict proposed snow storage areas. Lighting The applicant is not proposing any additional exterior lighting at this time. In any district the Development Review Board may grant site plan approval for the construction of a utility cabinet, according to the following regulations. - The facility shall serve the City of South Burlington and/or immediately adjacent communities. The proposed utility cabinet will serve the City of South Burlington. The minimum required lot for a public utility cabinet, substation, or communication relay station may be reduced from the zoning district requirements, at the discretion of the Development Review Board. In the event that the facility shall be erected on property not owned by the utility, the Development Review Board shall require that the facility be located unobtrusively. The proposed utility cabinet is on an existing lot. if the parcel containing the facility is landlocked, there shall be a recorded easement or permission granting access to the utility or owner of the facility. The lot containing the facility has frontage on Queen City Park Road. There shall be suitable fencing to protect the public and sufficient landscaping with evergreens of sufficient height and density to screen effectively the facility from surrounding property. The plans indicate that the proposed facility will be screened by a brick wall. 5. The applicant should submit details of the proposed screening wall with the preliminary plat application. There shall be adequate off-street parking for maintenance, service, or other vehicles. There is adequate parking on the subject property. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\cwd\sketch doc The location of the facility shall be shown on all relevant site plans. The location of the facility is depicted on the site plans for the subject property. The Development Review Board may require setbacks or attach other conditions in order to prevent any hazard to the public or noise nuisance to surrounding property. Staff does not feel that any additional conditions are necessary for the proposed project. A facility that would be a nuisance to surrounding properties due to smoke, gas, heat, odor, noise, or vibration shall not be permitted in any district. The proposed facility will not be a nuisance to surrounding properties for any of the above - mentioned reasons. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments" section of this document, prior to submitting a preliminary plat application. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Wayne Elliot FILTERED / \\\ WATER // / •''r S," r///����I/ r�ir.m,. ._-. %.1\1``\ STORAGE TANK/ �%%////!vim 1/ w' �✓\//// / / / LAGOON MAIN BAY AR� L POWER 00503 CHAMPLAIN WATER W. point DISTRICT / 00401 LAGOON l EAST BAY I , �1SO— / low point 46.9 LAGOON SOUTH BAY RESIDUALS / FACILITY y i / 00-1\4\1 -140_ _ \ 0 \ 100 CONSERVATION n \ ZONE SETBACK % / Q ocw � HANNAFORD BROTHERS 0O04D4 0 PLM '=50' NEW TRANSFORMER PLAN SCALE: 1 ">•20� / HANNAFO\ BROTHERS 01540 935-7 LEGEND EIIIISTING enmEs CONTOURS . .. ... - 165 — - PROPERTY LINE ... . PAVEMENT .... GRAVEL DRIVE .... 8.2 NF1N PRYNtIf POWER TRA11Sf> !, •`T � atmm m ' m m � � m w m m RECEIVED NOV 2 3 20M City of So. Burlington QWNrR/APPUCMT: CHAMPWN WATER DISTRICT 403 OUEEN CITY PARK ROAD SO. BURLINGTON, VT 05403 zoNlNc asTRlcr: COMMERCIAL 1 - RESIDENTIAL 15 LOT COVERAGE: B"NGS: EXISTING: 10.6% PROPOSED: 10.9% OVERALL: EXISTING: 23.3% PROPOSED: 23.3% FRONT YARD: EXISTING: 3.8% PROPOSED: 3.8% GRAPHIC SCALE o ( IN FEET) F- U_ O !2 W o> � Z W O Q 3 z_ Z J J m CL. 2 D U O fN g a - DESIGNED PROJECT NO, WAE 04031 DRAWN JEB DRAWING NO. CHECKED J WAE I NOVEMBER, 2004 Permit Number SP- Page 1 of 4 Permit Number SD- 0 - 0 7 APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Champlain Water District 403 Queen City Park Road So Burlington VT 05403 T: 864-7454 F:864-0435 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 515, Pages 21-24 3) APPLICANT (Name, mailing address, phone and fax #) Champlain Water District 403 Queen City Park Road, So. Burlington VT 05403 T: 864-7454 F: 864-0435 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Owner 5) CONTACT PERSON (Name, mailing address, phone and fax #) Wayne Elliott, Forcier Aldrich & Associates. 6 Market Place, Essex Jct., VT 05452 T: 879-7733 F: 879-174 6) PROJECT STREET ADDRESS: 403 Queen City Park Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1430-00403-N 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Water Treatment Plant (15,150 sq. ft.) Chemical Storage Building (2,200 sq ft) Maintenance Building (3,500 sq. ft.), Residuals Facility (24,235 sq. ft.), Water Storage Tanks (7,775 sq. ft.) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) New Storage Building (30' x 50' = 1,500 sq ft.) New Electrical Transformers (2 x 8' x 16' = 256 sq. ft.) c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing and Proposed: 52,860 + 1,500 = 54,360 sf. d) Proposed height of building (if applicable) New Storage Building: 16 feet, 1 story at grade e) Number of residential units (if applicable, new units and existing units to remain) N/A Permit Number SP- ) Page 2 of 4 f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) None 9) LOT COVERAGE a) Building: Existing 10.6 % Proposed 10. g % b) Overall (building, parking, outside storage, etc) Existing 23.3 % Proposed 23.3 % c) Front yard (along each street) Existing 3.8 % Proposed 3,8 10) TYPE OF EXISTING OR PROPOSEI) ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Easements are shown on the drawing. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) None 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) Refer to attached list. 13) ESTIMATED PROJECT COMPLETION DATE December 2005 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. NOV-L9-2004-FRI 02:10 PM i 1.1/18/2004 13:42 FAX B028791742 FORCIER ALDRICH & ASSOC P. 004 ljj 004/005 Permit Number SP- - Page 3 of 4 I hereby cwtify that all the information requested as part of this application has been submitted and is accurate to the best o my knowledge. F AP SI NATURE OF PROPERTY OWNER Do not wr to Blow this line DATE OF SUBIVIISSION: ll a� I have reviewed this sketch plan application and find it to be: Complete M f Cv, ng or Incomplete gnse D CHAMPLAIN WATER DISTRICT 0 WATER TREATMENT PLANT - OFFICE EXPANSION LIST OF ABUTTERS 01430-00503 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 01540-935-7 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 0675-00040 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 01430-00303 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 Printed on recycled paper CITE' OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 8, 2004 Wayne Elliott Forcier & Aldrich 6 Market Place Essex Junction, VT 05452 Re: Minutes Dear Mr. Elliott: Enclosed, please find a copy of the minutes from the November 9, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Administrative Assistant Encl. CU_ID-(�U DEVELOPMENT REVIEW BOARD 9 NOVEMBER 2004 Mr. Perkins said he personally saw the destruction of a Massachusetts town when a business like this came in. He said it started small like this one and then took over the whole area. He asked if this is what people really want South Burlington to be. Mr. Bolton asked if this is a "squeaky clean" applicant. Mr Belair said it meets the regs dimensionally, with setbacks, coverage, etc. No waivers are being sought. He was not sure about such subjective things as compliance with the Comprehensive Plan. Mr. Belair also noted that in the set of plans received today, the access drive is no longer directly opposite Bowdoin Drive. Mr. Jewkes explained this is related to a request from the Natural Resources Committee because of wetlands concern. He suggested that if they put a curb on the road to keep water out of the wetland, they could align the accesses. Board members preferred to have the accesses aligned. Ms. Quimby asked if there would be traffic other than the applicant's trucks. Mr. Spencer said rarely there is a customer pick-up, but mostly it is their trucks and employees vehicles. Ms. Quimby then moved to close the public hearing. Mr. Bolton seconded. Motion passed unanimously. 5. Site Plan Application #SP-04-37 of CCTA for reconstruction and relocation of a bus shelter, 550 Dorset Street: Mr. Belair said he had no issues. Mr. Peterson said this shelter replaces one previously proposed to accommodate the wishes of the school. He asked to waive the appeal time. Mr. Belair said this can't be done as he can't issue a permit until the appeal time is expired. Ms. Quimby moved to approve Site Plat Application #SP-04-37 of CCTA subject to the stipulations in the draft motion. Mr. Boucher seconded. Motion passed unanimously. 6. Site Plan Application #SP-04-42 of CCTA for reconstruction of a bus shelter, 1155 Shelburne Road: No issues were raised. Ms. Quimby moved to approve Site Plan Application #SP-04-42 of CCTA subject to the stipulations in the draft motion. Mr. Boucher seconded. Motion passed unanimously. Site Plan Application #SP-04-43 of Champlain Water District to amend a previously approved site plan for a water treatment plant, chemical storage facility, maintenance garage, and other accessory facilities. The amendment consists of constructing a 343 sq. ft. office addition, 403 Queen City Park Road: -5- .Y DEVELOPMENT REVIEW BARD 9 NOVEMBER 2004 Mr. Fay said they are requesting a landscaping waiver. Mr. Belair noted they have run out of room for landscaping. He had no problem granting a $1200 credit. Ms. Quimby moved to approve Site Plan Application #SP-04-43 of Champlain Water District subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 8. Public Hearing: Application #CU-04-11 of Frank & Mary Mazur for conditional use approval under Section 14.10, Conditional Use Review of the South Burlington Land Development Regulations. Request is for permission to expand a single family dwelling by constructing a covered 10'x30' second story porch, 52 Bartlett Bay Road: Ms. Mazur said they were under the impression they had approval for a roof over the porch. It is already built. Mr. Belair explained there was a misunderstanding, and the Mazurs did not do anything intentionally wrong. Mr. Belair noted a stipulation requiring the planting of a tree. Ms. Mazur said it is there. Mr. Belair said he was told today it wasn't, but he will check on it. Ms. Quimby moved to approve Application #CU-04-11 subject to the stipulations in the draft motion amended to eliminate Stipulation #4. Mr. Boucher seconded. Motion passed unanimously. 9. Miscellaneaous application #MS-04-03 of Susan Heiser for approval to alter the existing grade by adding more than 20 cubic yards of fill to the property, 339 Patchen Road: Ms. Heiser said she hadn't been aware a permit was needed to fill. Ms. Heiser also questioned the buffer area and noted it is not a stream but a culvert. Mr. Belair said once a pipe daylights, it is a drainageway and there is a 50-foot buffer. Mr. Dinklage asked the applicant if they are planning any more filling. Ms. Heiser said they are not. Mr. Bolton noted that there is a company with equipment that could get debris out of the drainageway. Ms. Quimby asked if the logs would impede the flow of water. Ms. Heiser said they would not. Members agreed to delete condition #4. M Forcier Aldrich & Associates. Inc. Consulting Engineers MEMORANDUM DATE: November 17, 2004 TO: Brian Robertson, City of South Burlington CC: Paul Tice, Champlain Water District Jim Fay, Champlain Water District FROM: Wayne Elliott RE: Champlain Water District Office Expansion - Site Plan #SP-04-43 FA&A Project 04031 As requested in the Decision, Item #3, the following changes were made to the Site Plan. 1. The existing bicycle rack was added. 2. The two (2) existing dumpsters are shown at the south loading dock. This location is not visible from Queen City Park Road. 3. The snow storage areas were identified. Three (3) revised copies of the drawing are enclosed for submittal. Please call with any questions. 6 Market Place, Suite 2 Essex Junction, VT 05452 Phone: 802-879-7733 Fax: 802-879-1742 E-mail: info@forcieraldrich.com Printed on recycled paper CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 5, 2004 Wayne Elliott Forcier Aldrich & Associates 6 Market Place Essex Junction, VT 05452 Re: 403 Queen City Park Road Dear Mr. Elliott: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, November 9, 2004 at 7.30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy Donough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 27, 2004 \drb\sit\cwd\site_pian.doc Plans received: October 14, 2004 CHAMPLAIN WATER DISTRICT SITE PLAN APPLICATION #SP-04-43 Agenda #8 Meeting date: November 9, 2004 Owner/Applicant Champlain Water District 403 Queen City Park Road So. Burlington, VT 05403 Engineer Property Information Forcier Aldrich & Associates Tax Parcel 1430-00403-C 6 Market Place, Suite 2 Volume 515, Pages 21-24 Essex Junction, VT 05452 Commercial 1 (Cl) Zoning District Location Ma r CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sit\cwd\site plan.doc Champlain Water District, hereafter referred to as the applicant, is seeking approval to amend a previously approved site plan for a water treatment plant, chemical storage facility, maintenance garage, and other accessory facilities. The amendment consists of constructing a 343 sq ft office addition, 403 Queen City Park Road. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 14, 2004 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C1 Zoning District Required Proposed Min. Lot Size 40,000 SF 498,679 SF �1 Max. Building Coverage 40% 10.6% Max. Overall Coverage 70% 23.3% Max. Front Yard Coverage 30% 3.8% Min. Front Setback 30' >30' Min. Side Setback 10, >10' Min. Rear Setback 30' >30' �1 zoning compliance SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The layout of the subject property is not changing, as the proposed expansion is completely within the existing building footprint. Pursuant to Section 13.01 of the Land Development Regulations, the proposed 343 square foot office space will require a minimum of 1.2 parking spaces. The subject property currently contains 45 parking spaces. Staff does not feel that an additional parking space is necessary as a result of the proposed project. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The parking spaces on the property are already in existence. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sit\cwd\site plan.doc Pursuant to Section 13.01(G)(5) of the Land Development Regulations, the plans shall be revised to depict a bicycle rack. 1. The plans shall be revised to depict a bicycle rack, prior to issuance of a zoning permit. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the building will not change through the proposed project (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The exterior of the building is not changing, so no additional buffers or visual interruptions are necessary. (fl Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The existing building is consistent with the terrain and the surrounding buildings in the area. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require the reservation of land for the provision of an access to adjacent properties. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sit\cwd\site plan.do The plans do not depict a dumpster on the subject property. 3. If a dumpster is existing or proposed on the subject property, the plans shall be revised to depict the dumpster, adequately screened, prior to issuance of a zoning permit. (d) Landscaping and Screening Requirements Pursuant to Table 13-9 of the Land Development Regulations, the proposed project will require a minimum of $1,200 of landscaping. The application has requested a landscape waiver for the full minimum landscaping requirement. 4. Staff suggests that the Development Review Board grant the applicant a landscape credit of $1,200. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must be specified and located in an area that will minimize the potential for run-off. The plans do not depict proposed snow storage areas. 5_ Pursuant to Section 13.06(B) of the Land Development Regulations, the plans shall be revised to clearly depict the proposed snow storage areas, prior to issuance of a zoning permit. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of -way. The applicant is not proposing any changes. Access/Circulation Access to the subject property is currently provided by a 35' wide curb -cut and a 25' wide curb -cut on Queen City Park Road No changes are proposed. Circulation on the site is adequate. Traffic No changes in traffic generation are estimated to result from the proposed project. Other 6. If necessary, the applicant shall obtain wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hoover, prior to issuance of a zoning permit. The City Engineer reviewed and approved the plans on October 21, 2004 CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sit\cwd\site plan.do Staff recommends that the South Burlington Development Review Board approve Site Plan #SP-04- 43, conditional upon the applicant addressing the numbered items in the "Comments" section of this document: Respectfully-06mitted, Brian Robertson,' Associate Planner Copy to: Wayne Elliot BILL SZYMANSKI, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 846-4io6 (phone) 846-4101 (fax) COMMENTS Champlain Water District Queen City Park Road 10/21/04 1. Site plan prepared by Forcier-Aldrich Consulting Engineers dated October 2004 is acceptable. h j RAW •��w, � `' � � / STORAGE GREEN MT. POWER , RAW 0/ 003030303 - WATER STORAGE _ CHEMICAL STORAGE TANK O BUILDING / o 0J, 0180 / GARAGE -c /ova- 0� I r �150 LAGOON SOU I 1 I I �Ir � C �138r Z OFFICE FILTERED �a,�.•n ER ��/'/ / G� oaf `1111\\ WAT,�d STORAGE / ��// 4// r� \` TANK /fl/ �_ ✓��' i50— \\'�� / // \� nREEN MT. POWER p ,� 00503 / a, / RESIDUALS / FACILITY 140 0 1' CONSERVATION JE SETBACK -13 HANNAFORD BROTHERS \ i 0675\� oo04oao - '"sh .w�rrry I / HANNAFORD / BROTHERS 01540 935-7 .: rx��ya++• i EXLEDENFFFA�TURES CONTOURS ... .. . PROPERTY LINE .... PAVEMENT . .. . GRAVEL DRIVE .. . . 165 - __ t1 y �w RECEIVED OCT ' 4 2004 City of SO. Burlington OWNER/APPLICANT: CHAMPLAIN WATER DISTRICT 403 QUEEN CITY PARK ROAD SO. BURLINGTON, VT 05403 ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15 LOT COVERAGE: BUILDINGS: EXISTING: 10.6% PROPOSED: 10.6% OVERALL: EXISTING: 23.3% PROPOSED: 23.3% FRONT YARD: EXISTING: 3.8% PROPOSED: 3.8% GRAPHIC SCALE ( IN FEET) H U O z Er M I- ftf J fN o 7 d. F- Er Z Z w O w 1-- 1.- Q z Q w J CC z Of F J m w d w :y_ a F a _ � 3 U O In Z m O— V1 Q 00 d Z X w I- w Q U w � Z 00 U DESIGNED I PROJECT N0. WAE 04031 DRAWN JEB DRAWING N, . CHECKED WAE DATE OBER. 2004 LAN._, CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 10, 2004 Wayne Elliott Forcier Aldrich & Associates 6 Market Place Essex Junction, VT 05452 Re: Site Plan Application #SP-04-43 Dear Mr. Elliott: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on 11/9/04 (effective 11/9/04). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void. If you have any questions, please contact me. XSincere on, Associate Planner Encl. Permit Number SP -- CITY OF SOUTH BUF LINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Champlain Water District, 403 Queen City Park Road, So. Burlington, VT 05403. T:864-7454 F:864-0435 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 515, Pages 21 - 24 3) APPLICANT (Name, mailing address, phone and fax #) Champlain Water District, 403 Queen City Park Road, So. Burlington, VT 05403 T. 864-7454 F: 864-0435 4) CONTACT PERSON (Name, mailing address, phone and fax #) Wayne Elliott, Forcier Aldrich & Associates, 6 Market Place, Essex Jct., VT 05452 T: 879-7733 F. 879-1742 5) PROJECT STREET ADDRESS: 403 Queen City Park Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1430-00403-N 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Water Treatment Plant (15,150 sq. ft.), Chemical Storage Building (2,200 sq. ft.), Maintenance Building (3,500 sq. ft.), Residuals Facility (24,235 sq. ft.), Water Storage Tanks (7,775 sq. ft.) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Office Expansion (17' - 2" x 20' = 343 s.f.) within envelope of Water Treatment Plant building c) Total building square footage on property (proposed buildings and existing buildings to remain) Existina and Proposed: 52,860 sa. ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Water Treatment Plant is 18' - 6" high with one story at grade. Office is being added on first floor within existing building envelope. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Existing and Proposed: 31 employees (8 office, 23 non -office), 16 company vehicles. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable):_ Overlay Districts are not applicable and no changes to exterior lighting are planned. 8) LOT COVERAGE a) Building: Existing 10.6 % Proposed 10.6 % b) Overall (building, parking, outside storage, etc) Existing 23.3 % Proposed 23.3 % c) Front yard (along each street) Existing 3.8 % Proposed 3.8 % 9) COST ESTIMATES a) Building (including interior renovations): $ 40,000 b) Landscaping: $ 0 (Waiver Requested) c) Other site improvements (please list with cost): Office expansion is being done within footprint of existing Water Treatment Plant, so no sitework is required. 10) ESTIMATED TRAFFIC: No change from existing conditions. a) Average daily traffic for entire property (in and out): Employees: 60 trips Others: 20 trips b) A.M. Peak hour for entire property (in and out): 25 trips c) P.M. Peak hour for entire property (In and out): _ 25 trips 11) PEAK HOURS OF OPERATION: 7:00 am - 4:00 pm 12) PEAK DAYS OF OPERATION: Monday thru Friday 13) ESTIMATED PROJECT COMPLETION DATE: January 1, 2005 14) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SI TURE OF PROP TY OWNER Do not write below this line DATE OF SUBMISSION: 'v llvld� REVIEW AUTHORITY: elopment Review Boa Director, Planning & Zoning I have reviewed this site plan application and find it to be: C mplet� 3 CHAMPLAIN WATER DISTRICT WATER TREATMENT PLANT - OFFICE EXPANSION LIST OF ABUTTERS 01430-00503 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 01540-935-7 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 0675-00040 Hannaford Brothers, Martins Foods of South Burlington P.O. Box 1000 Portland, ME 04104 01430-00303 Green Mt. Power 163 Acorn Lane Colchester, VT 05407 Printed on recycled paper CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 3, 2003 Richard A. Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Observation Deck Dear Mr. Pratt: Enclosed, please find a copy of the Findings of Fact and Decision on the above referenced project issued on September 3, 2003. Please note the conditions of approval including the requirement that a zoning permit be issued within six (6) months or this approval is null and void. If you have any questions, please feel free to contact me. Sincerely,�i i J Administrative Officer Encl. Permit Number SP- 61/ _J Jr CITY OF SOUTH BUP LINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application fonn or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) C•A0A4P4J11/ W11-ramW Q14r.4141 ' - 40,E AZMJ a _G) . 13ti /L l /.cL G I7a.(/ _ ioi O J 4V s o0'11' �i' > 74. i�� A-4k .' j- 2) LOCATION OF LAST RECORDED DEED (Book and page #) 46 3) APPLICANT (Name, mailing address, phone and fax #) el, +4 14_141 fJ/li <r<rr .". ,4 i.r 4) CONTACT PERSON (Name, mailing address, phone and fax #) ��<L%1�9�C'/✓ /� �'/err 15�r C/✓O /7s- 5) PROJECT STREET ADDRESS: �'s ey &.W%cs 6) TAX PARCEL ID # (can be obtained at Assessor's Office) / 1'-70 — 4;>0 _5ros , A/ 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use)1/,�TfL2.tA,�,u✓- /�.c/UiX, 4Wt& fr b) Proposed Uses on property (include description and size of each new use and existing uses to 0 4% Z3i Ji j X/' remain) /,-&c 1bC44,1L&,r .` e IJ /-&,? el- Ad r<,, W,4 -NCff 4st 1114 /z &o fib. cJ4�/) (/GY /CPS V ",eY !U� / ''J/Z 4 . ✓/L / �7/G �NL✓/j 7 oQl c) Total building square footage on property (proposed buildings and existing buildings to remain) 57 J� i /& S'd .. Fes'. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 4AW o/z ek 1 r z Al_I3c/vri� G~4: , /a/_ 00170/%, e) Number of reside ltial units (if applicable, new units and existing units to remain) 41� f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): , S-/ , M,�<a<r/<ii. f �7t/d ,� /A,,o ( 61 Ul�rc� , e rx, /6, ca~/,,bvy tm�i /cC��/ xisrim , /14,0 -of-ryc, C {. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): A0,';' 'f,G"lQ4 /✓ /z'.�19 MC'! f� Z') �W C�f< i /lllCi'/Dc✓ ,/ CJ�i i�/c?« U Z1'Gy X4, _ I=r' 01aikil.ye", 8) LOT COVERAGE a) Building: Existing !D, lV % Proposed A0, 66 % b) Overall (building, parking, outside storage, etc) Existing 2-7, -7 % Proposed % c) Front yard (along each street) Existing G % Proposed -s • 6 % 9) COST ESTIMATES IO C4' a) Building (including interior renovations): $ Z" b) Landscaping: $ -4"0<C.yv KslfiE L/� p,f(,9P1Gty Fv�L C ✓Crv�uC. t'.[�i�,!-.�c,�-� c) Other site improvements (please list with cost): 61W,!FL 41AZA; iuc /0 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out):J ew, %%zi/'d b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): e-s TRi? J 11) PEAK HOURS OF OPERATION: 7 -cam 4'c, — 4 ` Gy 'A't"1 12) PEAK DAYS OF OPERATION: % 4&4� 13) ESTIMATED PROJECT COMPLETION DATE:--s�P/� til3.�Z >, 2-10" 14) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I V x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Il�ura�il4 lj-E �rte1 6, "Jo eolAj A�zic,,,"Or . �44il' AS-JW 14w A4ACrdoca- SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: Ly REVIEW AUTHORITY: Development Review Board erector, Planning & Zo I have reviewed this site plan application and find it to be: (!omp,�Cte ng & Zoning or Designee Date 1 / - ! LAKE WA R TANK TREATMENT PLANT ' •f ! �'r`• ' r�P-y ------------- .� 66-' --_ HS � \ \ •!IA TEREPi ` '' : '--•1�"' iOJ �IPI It I�1`t,i NATEF. -------'xC0O5 TANK ,i. % %/ / t ,,, ,; r _--- ' ,! 15iI &L ✓it. 1 UN DI.(ss< G4J/,// / i• • ,J f10Qj1 r r S' . 'A_00N MAIN BAY r1 EL ta5.5t DREDGE ,J= _ LIMITS OF WORK (WATER LEVEL VARIES) CONNECTION IT t' ____ - ;f/ < r cross _ --- g POINT �E3 15' SID7 SETBACK / ;�- #' f ---� / , �' -___ -__-_ l � F4 FLOW/LEVEL Es CONTROL kA T�50 50DRIVING CTURE T / `� \ - \� VEHICLE DRIVING AREAS TO BE STRU p 4 i �\ .44 ` -� CONSTRUCTED AS A CRUSHED L� -- / /; �I j SWALP / <' STONE SURFACE OVER A ' :_' E4 � ❑ .. f WOVEN GEOSYNTHETIC '� �'% STONE BERMS+149.00' %1, 1DREDC DS L2C r DREDGE CONNEC710N y� - I Os�c �j / FILL LOW AREA AND UNIFORMLY POINTCONNE �11� DINT /2 / / 1 LA rj 7+. ��GRADE BETWEEN SPOT ELEVATIONS �-t LAGOON / 11 \\fir Da EAST BAY / -XISTINC -RAVEL SURFACED ROADWAY ' �� % � � 5 & E7 (NO IMPROVEMENTS UNDER - ��. „ \ � j� 'r STON£ SERir \ \ / / f SANDIOR MEDIA SURFACE EAW/D Y BED THIS CONTRACT b>:-`i %�• . '� / + �' •� f EDGE SUBGRADE ELEVATION VARIES. SEE D2 OFFILLEXISTINC / STRUCTURAL SHEETS_ LAGOON 136 5� 150 90 LAGOON SOUTH SAY .I El 144,0:1 �• (WATER LEVEL VARIES) Ba 01-87 `SO 15 SIDE SETBACK A65 AS REMOVE EXISTING LSA �\,. s \ r I�ro %S CONCRETE PIERS a i " , o ` , D � _ � - L6 �0U �FFN4 ' /, • r 15CH [�O I50''..-0 �''•9A\NT CONTROL BUI ING / C * 4 q Ir2' � � A4 ' r CONTROL FLOWAE�L STRUCTURE #2 ` ' \ O7-B?i �.` ;3 ;?. _?4.� �•�,. ___ ' I L:=����i FREEZE/THAW/DRY BED RIM CONCRETE P -'LT ,Ot-$>3D �, /�.�•�'�o� l it• PERIMETER WALL (TYP). 1 r LT' 4 = ,'r ak V0 =_ BOTTOM OF FOOTING EL 141.50. TOP OF WALL EL 151.00. , I � �� //� __ �__ _ ___ _�-r'-�.+- _,�•-,r � rsb �,,/ � �, '/ h_, '/ice __ _____ °L41 UNDER DRAI\ I tie , PUMP •STATION(„r 6T, _ SEEDD 7a l +�- `--- \�s?, , !S o- .-i©� - I ;: I/ ' /�: _ FREEZE/THAW/DRY BED �j2 SHEET C-12 so`\ .. O '-" ��--__-_---1��: /.. FREEZE/THAW/DRY BED #1 200'x5O' \ •�`Or FILL AND RE -GRADE!) AREAS TO BE \ CONSERVA AOIJ%A'ND OPENS SPACE I -_ gip, 'CQNSTRUCTEDI AS A' AVEL ZONING DISTRICT 100' OFFSET FROM / - ae.3o` SUB -BASE FOR STABjk y WITH LEGEND: \ CEN7ERUNE OF POTASF/ BRDOK I LOAM ANO SEED OR DENSE GRADED I I STONE FINISH--SU13FAL'E D LAND BORINGS (01 PREFIX INDICATES ` �•� / BORING TAKEN IN 2001) r'\Y—REMOVE EXISTING BER4- ___,' / MATCH EXISTING - •o I SURROUNDING GRADE, WATER BORINGS Tighe&Bond Consulting Engineers J Main Office: Westfield, Massachusetts Branch Offices: N Bellows Falls, Vermont Norwalk, Connecticut Worcester, Massachusetts www.tighobond.com Champlain Water District Chittenden County, Vermont Contract No. 57 Residuals Management Facilities at the Peter L. Jacob Water Treatment Facility South Burlington, Vermont ISSUE ' _p6 T'� `�S _ _ r +_ L •` '. u. APPROXIMATE LOCATION'-0F ✓ y— O.I PREOT NO: III```•.` 100 °hORA1NI�NG1CMLl _RAY BALE/SILT BARRIER ' •`� ` I' ✓ / / DRAWN BY FVft ` '`. SEE DETAIL I I 1 CHECKED. NM, OHD J \ C ( 5 C_8 APPROVED BY: MRP, DEP SITE GRADING AND EROSION CONTROL PLAN SCALE: 1' = 40' U r C-3 SHEET 5 OF 43 / LAKE ( \\'� - -- ----- / 1 'R£ATA4ENT P.ANr / ' / , - • T •` )/yam: e Ai Qv I GARAGE' ',''��'' ' '''------------- 13'o'^s�f 166 /y //� /-'-3F'/� _ '\, J i ! ,�b° ��/.lip/ �! �LriJ f.� � �x /,.g'f� � __-J \•^ \ �yt \ � ;riI i-' i �6@'���� I/�-�A !' y' f.I��'/ s.I/ci / ' i'�l.�T %','!F.cr.".==='t I� •,t.., FILTERED i��h 1 ,t j WATfP, i 'I TANK LAGOGN bfAiN SAY G4L ' �- ^-' '; V '' LIMITS OF WORK EL 145.St DREDGE y'^___ _ -^' / \ ``� ,%ems I" ; •j iu"�i r%/' E6 (WATER LEVEL VARIES) CONNECTION J+'- _ ____- ' POINT 93 � i i'�F{ _1 LB YS' SID4 SETBACK i FLOWAEVEL ES I - �/' s 9 / L - CONTROL ,y' I, " - VEHICLE DRIVING AREAS TO BE i /rn�r STRUCTURE1 CONSTRUCTED AS A CRUSHED y/ 19 E4 STONE SURFACE OVER A WOVEN GEOSYNTHETIC L ,%/; DS ON� e BERM / +149:00 .f:L, �.�' L2C _ /,', �•`��r a DREDGE /�OS' _ DREDGE CONNECTION �� -7 �- GRADE BETWEEN FILL LOW AREA AND UNIFORMLYELEVATIONS POINT CONNEC�TION POINT 2 /' \�� D404/ LAGOON EXISTING CkAufL SURFACED kOADw<' -' _ '- `C S'� � Et (NO IMPROVEMENTS UNDER �'� STON£ BERMy" / l /� - INTERIOR OF FREEZE/THAW/DRY BED THIS CONTRACT 1 + SAND MEDIA SURFACE A IES- S. 1 I ! p \ / �' st o0 � I' ', � SUBGRADE ELEVATION VARIES. SEE \-67 // JU D2 FILL EDGE - / / STRUCTURAL SHEETS. OF EXISTING BS \ \�. `, /' LAGOON C7-B6 �Sa 150.90+ LAGOON SOUTH BAY EL 144.0± (WATER LEVEL VARIES) ;,c^" Ba / I HEADw %`�i - o oI B; - � t 15' SIDE SETBACK A6S AS REMOVE EXISTING - `, /I' 15 --- �5 C i CONCRETE PIERS '�' L5\N L I5AA 0 cr- L6 �90 �feA' / `� L� �qM CONTROL BUINC LSCH SB 5C T.q,A, p0 FLOW/LEVEL - c t CONTROL-AREA�� ' \ STRUCTURE #2 ; �- �FREEZE/THAW/DRY BED L2 �� - \ ^ \�-LTA Dt-y YSO Nl . '�!� 5�U CONCRETE PERIMETER WALL (iYP). _ S�1,0.� BOTTOM OF FOOTING EL 141.50. / c` - - I /�' •` , TOP OF WALL EL 151.00. I i --��i/ / / c.� -"---" - y^'�'_v, 4L4iI i i• �i O ' /%.f/ /r 757; . R�;fls UNDERDRAI HEADWALL - a3.^ ' 'r� i :,-\ PUMP�STATION /4 4 0 01 B9 - - ,K '' r I ;%' li / F'` FREEZE AW RY BED 2 SEE DETAIL SHEET C-12 ;� `�-`. "1y i -\ �\ So I - / t / 275 x5O ---FREEZE/THAW/DRY BED ,J1 200'x50' ;i.Q. I ' FILL AND RE-GRADq AREAS TO BE CONSERVA710V'AND OP£14 �PAe)E ° 'CpNSTRUCTEDr AS A'�{ AVEL zoNrNc Drs7Rrc`r T00' ofr�frRDII - - SUB=BASE FOR STAB0.4T7 N1TH LEGEND: \ C£NIERLINE,OF, POTASH BROOK �-� ;' \ ! LOAM KNp SEED OR -DENSE GRADED STONE FlNISHEDSURFACE p LAND BORINGS (01 PREFIX INDICATES BORING TAKEN IN 2001) \-, `r—'REMOVE EXISTING BERME%MATCHEXISTING I WATER BORINGS ° -I SURROUNMNG GRADE-, .I APPROXIMA 1 ConsulivuJ Eng&wers Main Office: Westfield, Massachusetts Branch Offices: N Bellows Falls, Vermont Norwalk, Connecticut Worcester, Massachusetts www.tighebond.com BRF _ TE LOCATION 0,-RAY / SEE BALE/SILT BARRIER SEE DETAIL �+ C6� ' GUI Champlain Water District Chittenden County, Vermont Contract No. 57 Residuals Management Facilities at the Peter L. Jacob Water Treatment Facility South Burlington, Vermont ISSUE DRAWNBY: TMFIJO CHECKED UNM, OHD APPROVED BY: MRP. DEP SITE GRADING AND EROSION CONTROL PLAN SCALE: 1' = 401 C-3 SHEET 5 OF 43 %V,oP/C/4G 1kll94. j / LAKE / IVA ER gplK / GARAGE / ' ✓. ?,� " - 1 11417, %% FLOW/LEVEL 1 CONTROL -r _ - STRUCTURE#1 'REA i,MENT FLANT / � / / i /�/ � — � � �•• ,fie - � ! - _,e• // H5 o R)r7TPVIA 1% C5 _ F6 ! w1 EZifni L✓ T10N QtLK ' LAGOON MAIN BAY G4 EL 145.5.St DREDGE E6 (WATER LEVEL VARIES) CONNECTION POINT y3 HEAD At1'�, F4 , !S1 E5 �J ;1 7 �l / E4 / DS STONE BERM F2 ``-+149:0 r,L7ERED ' ; .-----1ss-'' / Y WATER-QD TANK . j //l • , j �/ I51/. t_T� j1 _ --- j � 7 \SWA\' DREDGE _ _ —ram—/ _i_"' ;• % ! \ DREDGE TION CONNECTION POINT 1 POINT /2 \ i `\' \'� �\ D40�/ LAGOON - 'd/,% \ / EAST BAY b /, EXISTING GRAVEL SURFACED kOADWA 1% E7 (NO IMPROVEMENTS UNDER x%„ STONE BERM THIS CONTRACT) 1 `'_-,'�'i i'� \ \`\ • \ ' ' D2 FILL EDGE \ OF EXISTING �� rSp—r B5 \ \•� 1 / LAGOON 01-86 ' LAGOON SOUTH BAY EL 144.0t - , (WATER LEVEL VARIES) B4 H v A65 AS REMOVE EXISTING 0/L5A CONCRETE PIERS >rA Q I.SG CONTROL BUILQING jj FLOW/LEVEL A4/ CONTROL STRUCTURE #2 v g Y /-7 L7 FieilDs ' , / `jw mass, LIMITS OF WORK 15SIDE SETBACK VEHICLE DRIVING AREAS TO BE •` , CONSTRUCTED AS A CRUSHED STONE SURFACE OVER A WOVEN GEOSYNTHETIC FILL LOW AREA AND UNIFORMLY GRADE BETWEEN SPOT ELEVATIONS / / INTERIOR OF FREEZE/THAW/DRY BED /� SAND MEDIA SURFACE . SUBGRADE ELEVATION VARIES. RIES.IES. SEE STRUCTURAL SHEETS. 15' SIDE SETBACK �FFH (j � N KAnc-R P�k£R Ors-\ 140 ' NOG1J5 �li i I rr�'" T '- ,T. , PUMP STATIONS - T4q "r,t:w+r`t Ot 89 '„G - -'' I 71 1 HEADWALL -. J 1 ? \7q1 rA 9 ,�/ / I ,., SEE DETAIL s �- SHEET C-12 , ,)� - �.�-� — —�� i •sQ ; _-- -'l'4, i /'./e FILL AND RE-GRADE(1 AREAS TO BE CONSERVA 77OH•` AND OPEAO' $'PACE I •� .'' CONSTRUCTED / AS A' AVEL ZONING DIS74CT 100' OFPSET ARON / --- - SUB -BASE FOR ST" 1_f VNTH \ CENTERLINE OIL POTASH BltDOIG LOAM ANp SEED OR_b NSE GRADED STONE FINISHED'-S1JRFA2E (\ wows `*--'REMOVE EXISTING BERk,'(` MATCH EXISTING SURROUNDING GRADE,'' � :I APPROXIMATE LOCATION* O _ Y - -RAY BALE/SILT BARRIER J SEE DETAIL f 1 1 FREEZE/THAW/DRY BED CONCRETE PERIMETER WALL (TYP). BOTTOM OF FOOTING EL 141.50. TOP OF WALL EL 151.00. FREEZE/THAW/DRY BED #2 275•x5O' FREEZE/THAW/DRY BED #1 200'x5O' LEGEND: Q LAND BORINGS (01 PREFIX INDICATES BORING TAKEN IN 2001) { WATER BORINGS Tighe&Bond COT2S11II771LJ �' TIrjITiCCT$ Main Office: Westfield, Massachusetts Branch Offices: Bellows Falls, Vermont Norwalk, Connecticut Worcester, Massachusetts www.tighebond.com Champlain Water District Chittenden County, Vermont Contract No. 57 Residuals Management Facilities at the Peter L. Jacob Water Treatment Facility South Burlington, Vermont PROJECT NO S1244n FILE: 1007.DRAW INGSICMLV DRAWN BY. TMFVOw CHECKED, JNM, OHD APPROVED BY: MRP, DEP SITE GRADING AND EROSION CONTROL PLAN SCALE: 1" = 40' C-3 SHEET 5 OF 43 . �•�,�,�C�� / �• ..... 1. ��f / � � �1 , � i.� ;, rr� % (/ ,/ �.I�(r.11 f 1 �'° V jl al I �/'�c • �� < \a� , i 1 I I I I� t i \ T I • .'+ � \tit:,\\:; \ :;; --- .� \�.. — '\. ��'11JIJI�xx //r � `\ i� � � ' .•��; •tit , � � �' �� �5�; d �� \ AXE -SN '.;tip 'i`'. ''aT �\•�a• l9 li' i f ( \ 79 ate' n'1 �•�' /\^I�• ,� /' / � i � � V �:✓:: ••,•. �'� ., „ � —' rid.• � .,•�' ,I�' i =,.;�''' . •/� �� P��` •' . / ' , Q P FRO ► 5 �O , CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service July 25, 2003 Mr. Raymond J. Belair City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 Re: Addition of 256 square foot Observation Deck, Champlain Water District Residuals Maintenance Facility, #CU-02-03 & #SP-02-15 Dear Mr. Belair: During the ongoing construction of our Residuals Maintenance Facility at the Peter L. Jacob Water Treatment Plant site at 403 Queen City Park Road, it has come to light that we may have an ideal location for a small (16'xl6'=256 sq. ft.) observation deck that overlooks the existing settling lagoon (quarry) and the new freeze -thaw -dry beds of the residuals facility. A simple, square, wood composition deck at ground elevation, located at upon a natural plateau overlooking the site provides an excellent vantage point for walking tours, at a safe distance from the lagoon and residuals beds. Access to the deck will be provided by a crushed gravel footpath benching down and across an existing slope. Fixed railings will be provided on all sides of the deck, with the exception of one entry point. The deck will be sited to blend in with the final site landscaping. The Champlain Water District requests approval of an amended site plan including the observation deck addition. Attached is a Site Plan Review Application for the deck amendment, a check for $185 for the application fee, and three copies each, of the revised site plan, and the approved landscaping plan, with the deck superimposed. Please contact me if you require additional information. Very Truly Yours, CHAMPLAIN WATER DISTRICT Richard A. Pratt Chief Engineer / Assistant General Manager State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD June 24, 2002 Paul Tice Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 Re: SA-5-0081 Muddy Brook bank stabilization AGENCY OF NATURAL RESOURCES Department of Environmental Conservation WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-879-3871 TEL 802-241-3757 email: chris.brunelle@anr.state.vt.us STATUTORY AUTHORITY 10 V.S.A. CHAPTER 41, SUBCHAPTER 2, ALTERATION OF STREAMS This project, consisting of the stabilization of approximately 25 linear feet of streambank with rock rip rap located on the Muddy Brook in the City of South Burlington, is hereby approved under the above referenced statutes, subject to the following conditions: 1. This project shall be accomplished according to the plans prepared by CWD dated May 2002 and which have been stamped "Approved" by the Water Quality Division. No changes shall be made to the approved plans without issuance of an amended permit by the permitting authority. 2. All areas of streambank designated on the approved plan shall be stabilized with rock rip rap. Rip rap shall consist of angular, quarried or blasted rock of suitable size and gradation to withstand flood and ice flows. 3. Placement of rock shall be accomplished with equipment operating from on top of or benched onto the bank wherever possible. 4. The contractor's equipment shall be clean and well maintained, free of fuel, hydraulic and gear oil leaks, especially if such equipment will be operated in or adjacent to the stream flow. 5. Preserve all existing streambank vegetation possible. 6. Serpentinite, or asbestos -bearing rock, is prohibited from use on the streambank. Prior to placement of rock obtained from any asbestos quarry or other serpentinite source, a representative rock sample shall be tested for serpentine fiber content by the Vermont State Geologist, 103 South main St., Center building, 3rd Floor, Waterbury, Vermont. Submission of the test sample is the responsibility of the applicant. Results of such testing Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Page 2 shall be submitted to this office for review. Rock may then be used if review shows sampling results to be negative. 7. Work shall be accomplished during the period June 1 -- October 1. 8. Permittee shall notify permitting authority by phone when project commences and again upon completion. A pre -construction conference between ANR and the contractor is required. 9. By acceptance of this permit the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. 10. Pursuant to 10 V.S.A., Section 1024 the permittee or any other person aggrieved by this decision or any of the conditions or restrictions contained herein may appeal to the Vermont Water Resources Board within 15 days. The filing of an appeal shall stay the effectiveness of this permit. 11. This permit expires on October 1, 2002 and can be revoked at any time inspection reveals that compliance is not being made with the above conditions. This permit does not relieve you of the responsibility of obtaining permission from the affected property owners, nor the responsibility of obtaining all other necessary state, local or federal permits. If the project is constructed as you have described, as shown on the above referenced approved plans and according to the above conditions, there is no reason to expect any violation of Vermont Water Quality Standards. Dated at Essex Jct., Vermont this 24 h day of June, 2002. Chris Recchia, Commissioner Vermont Department of Environmental Conservation BY L Christopher Brunelle Stream Alteration Engineer c: South Burlington City Clerk City Manager Sean McVeigh, Environmental Enforcement Officer Brian Chipman, District Fisheries Biologist Marty Abair, Army Corps D:\MyFiles\permits\sa permits\sa-5-0081 south burlington muddy brook.wpd .�l .<<llll ..<<<ll11111 30, lllllllllll lllllllllll llllllllll FALLEN TREE l l l l l 111 l l IN WATER llllllllll llllllllll 30' MUDDY BROOK llllllll l FLOW DIR. llllllll lllllllll ,1'lllllllll ,llllllllll llllllll l 15' llllllll -� By a 1 YNIS APPRM IS 3LSW TO THE TERMS AND CONDITIONS OF STREAM ALTERATION PERMITO SA-9 _ ISSUED HEREWITH. 008 1 / :9 _ APPROX. LOCATION OF EXPOSED PIPE ROCK REVETMENT AREA GAME PRESERVE FENCE SCALE: NONE PROJECT LOCATION MAP PROPOSED BULK -TOE ROCK REVETMENT WATER LEVEL EXISTING STREAM BED AREA TO BE FILLED BY FALLING BULK -TOE OF ROCK -\ LIMIT OF ANTICIPATED SCOUR __ i► 11- mome"mmo Wn 01612.4102 By . . - now="EQ. THIS A"AW IS SueW TO THE TERMS AND OONDMONS OF STREAM ALTERATION PERMIT# SA --A= ISSUED HEREWITH. 008% North Country Landscape &f, Garden Center May 28, 2002 Dick Pratt Champlain Water District Queen City Park Road So. Burlington, Vt 05403 135 Talcott Road Williston, VT 05495 (802)878-7272 - FAX (802)878-9303 PLANTING PROPOSAL Residuals Management Facilities QTY KEY PLANT SIZE 15 BF Balsam Fir 5-6' 4 RM Red Maple 2" 4 RB River Birch 2" 27 RD Red Twig Dogwood 3-4' 15 PW Pussy Willow 3-4' 16 CE Common Elderberry 3-4' 48 HB Highbush Blueberry 3-4' 15 AC American Cranberry 3-4' 3 SM Sugar Maple 2" 7 PB Paper Birch 2" 3 WP White Pine 5-6' 3 WP White Pine 6-7' 3 RO Northern Red Oak 2" 9 SH Shadblow 5-6' 24 SU Staghorn Sumac 3-4' 16 N Nannyberry 3-4' 12 I Inkberry 2-3' Total Planting Cost *** $22,065.00 Total Cost of Seeding $ 750.00 $22,815.00 *** Total Planting Cost covers all labor, equipment and materials for installation. All trees and shrubs carry a full one year warranty from date planted. Replacements under warranty will be done only once. Seeding - All disturbed areas in and around plantings will be seeded with a wetlands seed mixture. These seeded sections would remain natural and require no maintenance (mowing). ,,C�t\ F��� f- --- �'.r' ^ ''I `r ' r lr r rl' ' ,�`' '' �\. � , ` Q•\,1�� rr+l I I : C , � I _ --\ _ �\ \,r , , •I I , I I \ \ / it \ ' 1 1>0 rA eN jj ti / , ji CD o 3e VtA CD - �G p��P �1 G i � `, GPI FF��pO \\ , �,,--_�• ,, State of Vermont WATER SUPPLY & WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1167-3 PIN: EJ96-0094 Landowner: Champlain Water District Address: 403 Queen City Park Road South Burlington, VT 05403 This project, consisting of constructing two Freeze/Thaw/Dry Bed Buildings and a Control Building which will not have interior plumbing connecting to the sanitary sewer system nor water supply with no changes to the number of employees on the property located off Queen City Park Road in the City of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250 case number 300033 & amendments. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation - Facilities Engineering Division - telephone (802) 241-3742 and Residuals Management Section - telephone (802) 241-3820, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the plans Drawing No. 1, Sheet 1 of 1 "Wetlands Boundaries" dated March 2002 prepared by Champlain Water District which have been stamped "approved" by the Wastewater Management Division. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 3. No alterations to the Future Control Building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would provide interior water distribution and/or sanitary waste plumbing or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. r ' A Water Supply & Wastewater Disposal Permit WW-4-1167-3 Champlain Water District Page 2 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 7. All conditions set forth in Water Supply & Wastewater Disposal Permit #WW-4-1167-2 shall remain in effect except as modified or amended herein. Dated at Essex Junction, Vermont this June 29, 2001. Canute E. Dalmasse, Commissioner Department of Environmental Conservation By §,� tj� Ernest P. Christianson Regional Engineer For the Record South Burlington Planning Commission & Select Board Act 250 coordinator-300033 & amendments Facilities Engineering Division Residuals Management Section Water Supply Division Department of Labor & Industry Agency of Natural Resources Department of Environmental Conservation Notice of Issuance of Conditional Use Determination #2002-039 Please be notified, as per Section 8.4 of the Vermont Wetland Rules, that the request for a Conditional Use Determination received from Richard Pratt, P.E., on behalf of the Champlain Water District for the construction of a backwash resi uals management facility in the buffer zone of a Class Two wetland has been approved on this/ _ day of < ' 2002. It was found by the Agency of Natural Resources that this conditional use will not result in any undue, adverse effects to the protected functions of the significant wetland located off Queen City Park Road in South Burlington, Vermont. Complete copies of the decision can be obtained by calling the Water Quality Division at 802- 241-3770 or writing to the address below. Any person with an interest in this matter can appeal this decision pursuant to 10 V.S.A. Section 1269. Any notice of appeal must be filed (ie: received) at the Water Resources Board, National Life Records Center Building, Drawer 20, Montpelier, VT 05620- 3201 (telephone (802) 828-3309) within 30 days of the date of the decision. April Moulaert, PWS District Wetlands Ecologist Water Quality Division Department of Environmental Conservation 10 North Building 103 South Main Street Waterbury, Vermont 05671-0408 AJM:pu cc: Distribution List C E TY OF SOUTH BURLING'I ON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 18, 2002 Mr. Richard Pratt 403 Queen City Park Road South Burlington, VT 05403 Re: Site plan #SP-02-15 and conditional use #CU-02-03 applications of Champlain Water District, 403 Queen City Park Road. Dear Mr. Pratt: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on April 2, 2002 in regards to the above referenced project. Please note the conditions of approval including the requirement to obtain a zoning permit within six (6) months, or this approval is null and void ( by 10/16/2002). If you have any questions, please give me a call. Sincerely, Stephanie A. Smith Associate Planner Certified Mail # %00L���©ri3 DEVELOPMENT REVIEW BOARD 2 April 2002 Page 5 Mr. Belair said there are no issues. Mr. Cameron moved to approve Final Plat Application #SD-02-17 of Fletcher A. Downing subject to the stipulations in the draft motion of 2 April 2002. Mr. Kupferman seconded. Motion passed unanimously. 8. Public Hearing: Application #CU-02-04 of Nextel WIP Lease Corp, DBA Nextel Partners for conditional use approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to install 12-48 inch high antennas within a proposed cupola on the rooftop, 1776 Williston Road: and 9. Site plan application #SP-02-16 of Nextel WIP Lease Corp., DBA Nextel Partners to amend a previously approved site plan for a 5500 sq. ft. auto parts retail store. The amendment consists of: 1) installing twelve 48-inch antennas on the roof top, and 2) a communications equipment area within the existing buildings, 1776 Williston Road: Mr. Papa said the cupola has been removed because it won't fit within the height limits. The building in question is Sanel Auto Parts Store. They would mount the antennas at the high point of the building. Each antenna is 4 ft. tall, and they are installed in a triangular pattern. Mr. Belair recommended waiving the landscaping requirement as there is no place on the lot for more landscaping. Mr. Cameron moved to approve Application #CU-02-04 and Site Plan Application. #SP-02-16 of Nextel WIP Lease Corp, DBA Nextel Partners, subject to the stipulations in the draft motion of 2 April 2002. Ms. Quimby seconded. Motion passed unanimously. 10. Public Hearing: Application 4CU-02-03 of Champlain Water District seeking conditional use approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to construct: 1) 24,000 sq. ft. of freeze-dry beds, 2) a 235 sq. ft. control building, and 3) a 1500 gallon capacity underground pump station, 403 Queen City Park Road: and It. Site plan application #SP-02-15 of Champlain Water District to amend a site plan for a 15,150 sq. ft. water treatment plant, 2200 sq. ft. chemical storage building, 3500 sq. ft. maintenance garage and other accessory facilities. The amendment consists of constructing: 1) 24,000 sq. ft. of freeze dry beds, 2) a DEVELOPMENT REVIEW BOARD 2 APRIL 2002 PAGE 6 235 sq. ft. control building, and 3) a 1500 gallon capacity underground pump station, 403 Queen City Park Road: Mr. Pratt said the site is 11.5 acres on Queen City Park Road. They are proposing a pair of freeze dry beds to dewater and prepare for disposal of residuals. Natural freezing breaks down chemicals and gets water out. They will landfill what is left after freeze-drying. A land swap was done with the Humane Society and Baird Center and GMP. Mr. Pratt showed the land owned by the applicant as well as Class 2 and 3 wetlands. They have applications for Act 250 and wetlands ecologist. They are asking to use 4200 sq. ft. of the Class 2 buffer zone. They will replace the area with a vegetated landscape slope. They don't have a final landscape plan, but Mr. Pratt gave members a preliminary plan. Ms. Quimby asked if there will be any odor. Mr. Pratt said no. They have piloted the program in a small area and had no odors and no complaints. Mr. Belair asked what the residuals are composed of. Mr. Pratt said what you filter out of the lake water. They are a bit slimy because some alum is added. Ms. Quimby moved to approve Application #CU-02-03 and Site Plan application #SP-02-15 of Champlain Water District subject to the stipulations in the draft motion of 2 April 2002. Mr. Kupferman seconded. Motion passed unanimously. 12. Continued Public Hearing: Application #VR-01-02 of Wesco, Inc., seeking a variance from Section 25.00, Area, Density and Dimensional Requirements, of the South Burlington Zoning Regulations. Request is for permission for a 1104 sq. ft. convenience store building to: 1) project 21 feet into the 30 foot rear yard setback requirement and 2) to exceed the overall lot coverage maximum of 70% by 4.5% for a toal lot coverage of 74.5%,1041 Shelburne Road, and Wetland Cross Section (with typical plant species for each zone) Open Water Deep Marsh Shallow Marsh Wet Meadow Scrub/Shrub (Aquatic Bed) (Emergent Wetland) (Emergent Wetland) Wetland Water Depth 3' - 7' White Water Lily Yellow Water Lily Pond Weeds Wild Celery 11 Water Depth I I I I I I i I Water Depth 18"-3' I 6"-18" I Soft -stem Bulrush Burreed Hard -stem Bulrush Northern Arrowhead Pickerelweed Pickerelweed Common Three -square I Soft -stem Bulrush I I I I I i I C Hydric soil characteristics Cattails Blue Flag �ris Blue Vervain Joe-pye Weed Sweetflag Woolgrass Hydric soil characteristics Silky Dogwood Red -osier Dogwood Highbush Blueberry Northern Arrowwood I I I I Forested Wetland Hydric soil characteristics Sweet Pepperbush Spicebush Swamp White Oak Red Maple Green Ash Black Ash Black Gum Upland Buffer Non-hydric soils White Pine Eastern Hemlock Shadblow/Serviceberry Sweet Fern Gray Birch Gray Dogwood V New England Wetland Plants, Inc., 800 Main St. -Office, 820 West St.-Nurserv.Amherst, MA01002 New England Wetland Plants, Inc., 800 Main St. -Office, 820 West St.-Nutsery.Amherst. MA01002 ) North Country Landscape & ) Garden Center 135 Talcott Road Willistoti, VT 05495 (802)878-7272 - FAX (802)878-9303 Richard Pratt Champlain Water District Queen City Park Road So. Burlington, Vt 05403 RESIDUALS MANAGEMENT FACILITIES Plantings for disturbed areas to the South and East of FreezelThaw DIX Beds Individual as well as mass plantings (actual quantities to be determined) of some of the following species recommended. TREES: Abies Balsamea Acer Rubrum Betula Nigra SHRUBS: Cornus Sericea Ilex Verticillata Salix Discolor Sambucus Canadensis Vaccinium Corymbosum Viburnum Dentatum Viburnum Trilobum (Balsam Fir) (Red Maple) (River Birch) (Red -Osier Dogwood) (Winterberry Holly) (Pussy Willow) (Common Elderberry) (Highbush Blueberry) (Northern Arrowwood) (American Cranberry Bush) Plantings for disturbed areas to the North and West of Freeze Tliaw/Dry Beds Individual as well as mass plantings of some of the following species recommended. TREES: Acer Saccharum Betula Papyrifera Fraxinus Americana Pinus Strobus Quercus Rubra Shrubs: Amelanchier Canadensis Rhus Typhina Viburnum Lentago Ilex Glabra Cornus Alternifolia (Sugar Maple) (Paper Birch) (White Ash) (White Pine) (Northern Red Oak) (Shadblow) (Staghorn Sumac) (Nannyberry) (Inkberry) (Alternate -Leaved Dogwood) All disturbed areas around plantings should be seeded with one of the following seed mires_ New England Erosion Control/Restoration Mix (for Detention Basins and Moist Sites) The New England Erosion Control/Restoration Mix contains a selection of native grasses and wild- flowers designed to colonize generally moist, recently disturbed sites where quick growth of vegeta- tion is desired to stabilize the soil surface. This mix is particularly appropriate for detention basins which do not normally hold standing water. The plants in this mix can tolerate infrequent inundation. but not constant flooding. In New England, the best results are obtained with a Spripg seeding, Summer and Fall seeding can be successful with a light mulching of weed free straw to conserve moisture. Late Fall and Winter dormant seeding require a slight increase in the seeding rate. Fertilization is not required unless the soils are particularly infertile. New England Native Warm Season Grass Mix The New England Erosion Control/Restoration Alix for dry sites provides an appropriate selection of native and non-native grasses to ensure that dry and recently disturbed sites will be quickly revegetated and the soil surface stabilized. It is an appropriate seed mix for road cuts, pipelines, detention basin side slopes, and areas requiring temporary cover during the ecological restoration process. The mix may be applied by hydro -seeding, by mechanical spreader, or on small sites it may be spread by hand. When applying on bare soil, apply seed, then lightly rake over. This mix may be applied at any time of the year. A light mulching of weed free straw to conserve moisture and to aid in slope stabilization and fertilization with 10-10-10 is recom- mended. New England Conservation/Wildlife Mix The New England Conservation/Wildlife Mix provides a permanent cover of grasses, forbs, wild- flowers, legumes and grasses to provide bath erosion control, and wildlife habitat value. This mix is designed to produce a no -maintenance cover, and is an appropriate application for cut and fill slopes, detention basins, and disturbed areas adjacent to commercial and residential projects. 1' TREES Abies balsamea 0 (Balsam Fir) This native evergreen (40-60') is an excellent addition to buffer zone plantings or drier portions within or along the edges of wetland mitigation areas. Tolerates low fertility sites. Often found in moist woods, this tree provides wooer cover for birds and small mammals. (FAQ Acer rubrum (Red Nlaple) A fast growing tree (60-75') with a brilliant red fall foliage. Seed, sap. and buds serve as food for wildlife. One of the most common trees in northeast wetlands. (FAQ Acer saccharum 0 - (Sugar Maple) A medium -tall tree (60-80') of rich, moist, well - drained soils. Seedlings are shade tolerant. Important source of browse and seeds for wildlife food. Sap is used in syrup production. (FACU-) Betula Illg1•a � F (River Birch) Fast growing. medium height tree (50-70'). Copper/bronze color on bark of younger plants. Commonly found on stream banks. (FACW) Betula papp fera (Paper Birch) This fast growing (70-80') pioneer species grows in upland clearings and has peeling white bark. (FACU) Fi-axinus americana (White Ash) A fast growing tree (50-8o') good for buffer zone planting. Provides food and cover for wildlife. Good shade tolerance as a sapling. (FACU) Pinus strobus r, (White Pine) A common pine of upland forests and wetland edges. This tree often grows quite tall (80-100') in sandy, well drained soils. Provides important cover for many species of wildlife including deer and owls. (FACU) Quercus rubra (Northern Red Oak) Common tree of the northeast. A good buffer zone species. (FACU-) SHRUBS'" Amelanchief- caiiadeizsis / a;•borea (S hadb low/S ervice berry) Upright, tall shrub (12'+). Attractive white flowers before foliage emerges in spring. Berries eaten by birds. Good wetland buffer zone shrub. (FAC) Corms sericea , (Red -osier Dogwood) `'�1 Formerly C. sro(onij ra, this rapidly growing, spreading shrub reaches 6-10'. Showy red stems in winter. Berries and twigs provide food for a wide variety of wildlife. Good for stream - bank stabilization. (FACW+) Cor,rus alternifolia (Alternate -leaved Dogwood) I� This tall shrub (to 30') of rich woodlands Produces summer berries valuable to wildlife. (UPL) Ilex glabra (Inkberry) A medium sized shrub of moist sandy wood- lands, has somewhat leathery leaves and black berries (FACW-) Ilex vet•ticillata (Winterberry Holly) Medium to tall shrub found in a variety of wet- lands. Shade to partial shade or full sun. Bri-ht red berries persist into winter and are impor- tant wildlife food. (FACW+) Rhus typhina 0 (Staghorn Sumac) A fast growin, large shrub (15') that spreads by root suckering. Found in dry to moist areas. Birds feed on the red fruit. (UPL) Salix discolor! (Pussy Willow) Medium -large native shrub found in swamps and along streams. Good erosion control plant. (FACW) Sambuclts canademis (Common Elderberry) Medium height shrub, fast growing. spreads by root sprouts.- Found growing in wet meadows and marshes. white umbel flowers in summer form black fruit in fall valued as food for many bird species. (FACW-) Vacchd itin cotymbosum (Hi(yhbush Blueberry) Nlcdium shrub with aromatic white flowers in spring. Berries highly valued as wildlife food source. Brilliant red fall color. Prefers acid Soil. (FACW) Vtbltrimm delttatum Fil �� �v (Northern Arrowwood) A medium shrub (6-12') common in shrub swamps and forested wetlands. Tolerates partial shade. (FACW-) Viburnum tfiloblim (American Cranberrybush) Medium size shrub with maple -shaped leaves and white umbel flowers in late spring. Tolerates partial shade. Grows in moist woods and bins. Reif berries in fall and winter. Important food for birds. (F.\CW) Vibia-mim leirttago (Nannybem?) A tall shrub with arching branches. This shrub forms clumps. White flowers bloom in late spring. Black berries form in late summer - early fall. (FAQ Svllll)o1S U1Submerged aquatic plants found in two to free feet of water. r' Aquatic emergent plants found in up to two feet of water. Plants found on shore edge and into shallow water up to one foot deep. Plants found on the shore edge of ponds, lakes, streams or rivers. t� I Planes found in wet meadows and other sunny locations. Plants found in forested wetlands and other shaded areas. ® Plants found in salt marshes, or that are salt tolerant. I Plants found in drier sites, such as the buffer zone or outer edge of wetlands. Plants used for erosion control and soil bioengineering. (OBL) Plants that occur almost always (estimated probability >99%) in wetlands, under natural conditions. (FACW) Plants that usually occur in wetlands (estima(ed probability 67;'o-99rc), but occasionally are found in non -wetlands. (FAQ Plaits equally likely to occur in wetlands or non -wetlands (estimated probability 341 i -661,; ). (FACU) Plants usually found in non -wetlands (estimated probability 67%-9V'(' ), but occasionally found in wetlands (estimated probability I %-3Y',c). (UPL) Plants almost always found in non -wetlands (estimated probability >991;('.). tn CIO - ySt ` t ^� ' - •, � v 1 + � ��_�'_�' _ - - 1''\ " ', % \ Ova �"� ` \ Li :, - ' �',`, d.�p,(vp "O '�O, . •,: ; �C '\`�.� �;"- ,,. \r ' , ,'�/,',\%�� ,/�- �, \\� ;•/ i. r t - `._--- Offlz �,// '� �//// !.. •� �'�': O-�'rs'�i .1 .''.; •'y���:,i: .r'.• r' 'r. I ir�i7�'.�S•/_.'�•�'/� - '1 \ , :r .�///J[-/ )rl (f/ - .••. r' .i t. .�: .r: . J` V �'/' •J.�'( %� w ./C /.. .C. i r: i ,T /'� .., ±,. �i�• / \ !1'6. . I / / � r. .. , . :y �7Y _. . - ./ �-»•.%-� V�1 Y/�� O,Y� .. �=w'•�1, '•r' i -S. `` f --`�' 1•' � .,.ems n CHAMPLAIN WATER DISTRICT WATER TREATMENT PLANT SITE QUEEN CITY PARK ROAD WHEEL CHAIR RAMP (TYF'� .2) PAVED HYD DR11f,1-. PA CD v- DF w L�INGT( ZONING BOUNDR� NG AREA I _�Ut A -.- . .... .. I . ... .... ...... .. .... ...... .............. . . ,'� NrAll PAVEL, PAPKIVG C-REEN ��00, I j wI :5 PROPERTY' WATER TREATMENT PLANT VEl 11 OF GREEN MOUNTAIN POWER PAVED PARKING EC RLCHTO AL W L DU.klP-,TER L— P— � PARKING AREA 3 , L PARKING AN H - I CAL L- ,Ti RAGEEl. FII Bu .DING PAVED PARKING FFF II PARKING AREA 2 SIDEWALK FILTERED WATER 5TZ TANK . CALE: xv S cn OF GREEN 670;jNTA;N PARKING SUMMARY --El— I FE-S-1- PROPOSED 12 15 - 2 HANDICAP SITE PLAN , CONTRACT'57 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation April 2, 2002 Champlain Water District 403 Queen City Park Road South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office 111 West Street Essex Junction, VT 05452 (802)879-5656 Subject: WW-4-1167-3, Champlain Water District/Residuals -- Permit backwash residuals management facility no w/s 11.94A located on Queen City Park Road in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check #EXEMPT on March 27, 2002, which begins the 30 day in-house performance standards for our review. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office at (802) 879-5656. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with town officials about any necessary town permits. Sincerely, Irene L. Roberge DEC Regional Office Coord. City of South Burlington Planning Commission Tighe & Bond Cons. Engineers TDD: 1-800-253-0191 ;Zonal Offices - Barre/Essex Jct. Pittsford;Rutland'Sprinafield/St. Johnsbury 100% Processed Chlorine Free Agency of Natural Resources Department of Environmental Conservation NOTICE OF CONDITIONAL USE DETERNIINATION #2002-039 A request for a Conditional Use Determination, required pursuant to the provisions of Section 8 of the Vermont Wetland Rules, has been received from Richard Pratt of the Champlain Water District. Approval is being requested to construct a residuals management facility which will be located partially within a Class Two wetland's buffer zone. The project will impact approximately 4,200 square feet of the wetland's buffer zone. The wetland is located off Queen City Park Road in South Burlington. This wetland has been designated as a significant (Class Two) wetland by the Vermont Water Resources Board. Copies of the application are available for review at the Vermont Wetlands Office in Waterbury, the City Clerk's Office in South Burlington and the Regional Planning Commission Office in Essex Junction. Conditional Use Determinations may only be approved if it is shown that the proposed conditional use will not have an undue adverse impact on the functions and values of any significant wetlands or their adjacent buffer zones. Any person may file comments in writing on this application through April 16, 2002 with: April Moulaert, PWS, District Wetlands Ecologist Water Quality Division Department of Environmental Conservation 10 North Building 103 South Main Street Waterbury, VT 05671-0408 April Moulaert, PWS District Wetland Ecologist AJM:pu Enclosure cc: Distribution List N 'NMI! WHIM i, Rock Point 26 . a •.yl ffi�m Burlington Bay ' South i Oa Ledge �- t- Chttenden R '- correctional x Rock Dumfor f r ed Rocks Pa adity,; ti< city?", r Stwbbuums Point Project Location - - snerbumeBsy a � 1 r Sky Aaa �Y I •� .�. �•—T 77ee tfJ' l--,'-'Pheasant Seale 1 : 43,750 nv e 1. ea 3650 ft ® 2002 Det,nrme. XNte p® 3.5. De/e copyright of content owner. 7-- Love1: 12-2 Detum: %VG,%84 VERMONT WETLAND RULES CONDITIONAL USE DETERMINATION APPLICATION Title 10 V.S.A., Chapter 37, Section 905 file number: date received: [ ] complete [ ] incomplete date completed: DEC receiver: *********************** OFFICE USE ONLY INTRODUCTION The following questions must be answered in order for this application to be considered complete. If you have questions on any portion of this form, please call the Vermont Wetlands Office at (802)241-3770 for assistance. NAMES 1. Applicant: Champlain Water District (CWD) Address: 403 Queen City Park Road South Burlington, VT 05403 Phone: 802-864-7454, Fax: 802-864-0435 2. Landowner: Same Address: Same Phone: Same (If landowner is other than the applicant, attach copies of any easements, agreements, or other documents conveying permission, and an agreement with the landowner(s) stating who will be responsible for meeting the terms and conditions of the Conditional Use Determination.) 3. Representative: Address: FSMori - PROJECT DESCRIPTION Richard A. Pratt, P.E. Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 802-864-7454, Ext.26, Fax: 802-864-0435 4. Location: (Street Address) 403 Queen City Park Road South Burlington, VT 5. Acres owned by applicant and landowner at project site: 11.44 - 1 - Acres involved in project: 1.8 acres 6. Project purpose: The project is necessary to provide a large area (24,000 square feet) for freeze-dry beds, that will enable dewatering of water treatment process, filter backwash residuals, utilizing a natural, chemical -free methodology. The residuals management facility will allow systematic dewatering and disposal of over 18 years' accumulation of process residuals in the existing sedimentation lagoons (quarry), while accommodating additional accumulating daily backwash residuals. By removing the accumulated residuals solids, sedimentation efficiency will be greatly improved, thus resulting in a higher quality effluent entering Potash Brook via Discharge Permit #3-1161. The residuals are comprised of inert material that was filtered out of Lake Champlain during the drinking water treatment process. 7. General project description (include number and size of buildings; number of lots; length of roads; type of sewage disposal; etc: The project is located on a single 11.44 acre lot owned by the Champlain Water District. A water filtration plant that also houses the administrative offices of the CWD is the primary use on the site. Existing buildings and structures include the 15,150 sq. ft. water treatment plant, a 2,200 sq. ft. chemical storage building, a 3,500 sq. ft. maintenance garage, a 1,000,000 gallon filtered water storage tank, and two 500,000 gallon lake water storage tanks. Proposed uses are for a backwash residuals management facility consisting of: 24,000sq, ft. of concrete, roofed freeze-dry beds, a 235 sq. ft. control building, and a 1,500 gallon capacity underground pump station. An existing haul road across the adjacent property of Green Mountain Power Corp. will be used for limited access to the proposed facility. Existing sewage discharge is to the City of Burlington municipal system. No additional sewer discharge is generated by this project. — 2 — OTHER INFORMATION 8. Are any other federal, state or local permits required for this project, and if so have they been applied for or obtained? Required Applied Obtained for US Army Corps of Engineers Permit [ ] [ ] [ ] 401 Water Quality Certification [ ] [ ] [ ] VT Act 250 Permit [ ] [X] [ ] VT Stormwater Discharge Permit [ ] [ ] [ ] VT Lakes and Ponds Permit [ ] [ ] [ ] VT Stream Alteration Permit [ ] [ ] [ ] Local Zoning Permit [ ] [X] [ ] [X] Other: VT Dept of Labor & Industry Fire Prevention Division Water Supply & Wastewater Disposal [X] 9. Attach the following information to the application: [X] Location map (project area marked on a USGS topographic map or Vermont Significant Wetlands Map) [X] Site plan(s) including existing conditions, proposed work, erosion controls, and wetland and buffer zone boundaries (see Sections 3.2 and 4.6 of the Vermont Wetland Rules for description of methodology). [X] Any other narratives or documents that the application intends to rely upon in support of the proposed Conditional Use. [X] Photos of wetland, if available. - 3 - 10. List the names and complete mailing addresses of all persons owning property within or adjacent to the wetland or buffer zone in question. Name Code Southland Enterprises, Inc. (Hannaford Bros. Co.) Green Mountain Power Corporation The Humane Society of Chittenden County Mailing Address with Zip P.O. Box 1000 Portland, ME 04104 163 Acorn Lane Colchester, VT 05446-6611 142 Kindness Court South Burlington, VT 05403 - 4 - WETLAND AND BUFFER ZONE IMPACTS 11. Complete the following for the wetland in question. a. Size of wetland (to nearest 1/2 acre) : Class II - 1 acre Class III - 1.5 acres b. Check the dominant type of wetland present: open water X marsh wet meadow shrub swamp forested swamp bog or fen X beaver influenced wetland other (explain): c. Name of all streams, rivers, lakes, and ponds adjacent to the wetland and approximate distance from proposed activity: Potash Brook - minimum of 100' from closest point of project d. Approximate the percentage of each of the following cover types in the area surrounding the wetland: _25% forested agriculture old field _25% open water lawn residential 50% commercial or industrial road other (specify) 12. Complete the following for the portion of the wetland and buffer zone in the area of proposed impact. a. Area of impact in (Class II) wetland (sq ft): 0 Area of impact in (Class II) buffer zone (sq ft): 4,200 Area of impact in (Class III) wetland (sq ft): 0 Area of impact in (Class III) buffer zone (sq ft): 2,800 b. Check the type of wetland present (check all that apply): open water X marsh wet meadow shrub swamp forested swamp bog or fen _X_ beaver influenced wetland other (explain): c. Description of dominant vegetation: The project area is located at the northeastern extent of a Class II wetland complex comprised of scrub shrub and emergent vegetation cover types. The Class II wetland terminates along the stream corridor approximately due south of the project area. A Class III wetland complex comprised of the same cover types borders the project area to the east. The Class II and Class III wetlands are not connected by the requisite three parameters necessary to be considered contiguous. The emergent marsh areas bordering the project (both within the Class II and Class III wetlands) consist primarily of herbaceous vegetation with scattered clumps of shrub species and standing deadwood. Predominate vegetation in the marsh areas include cattail (Typha spp.), reed canary grass (Phalarus arundinacea), sensitive fern (Onoclea sensibilis), and sedge species (Carex spp.). Scattered shrub species include willow (Salix spp.) and dogwood (Corpus spp.) species. - 5 - d. Description of soils in the wetland and buffer zone (from Soil Conservation Service soil surveys or site investigations): The SCS soil survey for Chittenden County indicates that soils on the subject property are mapped as Adams Windsor and Limerick series soils. The property also contains a quarry with open water, immediately west of the project area. The deep, loose and excessively drained sandy soils of the Adams Windsor series are found in the upland areas west of the quarry. The wetland areas on the site are characterized by the deep and poorly drained loamy soils of the Limerick series. Site investigation verified the presence of loamy sands in the wetland buffer zone adjacent to the marsh areas. Also noted during the site investigation was the presence of relict fill material within the buffer zone of both the Class II and Class III wetland areas. Reportedly, this fill was placed in the 1980's prior to the adoption of the Wetland Rules. e. Check the characteristics of the wetland which apply: flooded most of the time standing water during at least part of the growing season x water impounded by beavers x soils are saturated during at least part of the growing season dry most of the year f. Description of the buffer zone: The Class II wetland buffer zone to the southwest of the project area is characterized by a shrub/forest zone (immediately adjacent to the wetland) and then a level, graveled work area adjacent to the quarry. The buffer zone to the south is characterized by a temporary settling pond (previous an open meadow) that transitions to a steeply sloped bank that forms the break between the two wetland areas. The wetland buffer of the Class III wetland (east of the project area) is characterized by an upland forest zone adjacent to the wetland and the temporary settling pond further upslope. 13. Describe in detail all work that is proposed within the wetland or buffer zone, including erosion control measures, referencing attached plans where appropriate. See attached site plan showing Class II and Class III wetland delineation: The Class II 50-foot buffer impacted will be 600 sq. ft. due to relocation of existing lagoon outfall pipe, 500 sq. ft. crushed stone vehicle driving area, and 3100 sq. ft. landscaped, re -vegetated slope, down to the wetland. The Class III 50-foot buffer impacted will be 1,900 sq. ft. freeze-dry bed, 250 sq. ft. crushed stone vehicle driving area, and 650 sq. ft. landscaped, re -vegetated slope, down to the wetland. A combination hay bale dam / silt fence barrier will be installed around the south and southeasterly perimeter of the project site before commencing the work, and will be maintained until the work is completed and the vegetation is re-established. See attached plan sheet C-3, "Site Grading and Erosion Control Plan." - 6 - 14. Before this section is completed it will be necessary to determine for which functions the wetland in question is significant. The functional criteria for evaluating a wetland's significance are described in Section 5 of the Vermont Wetland Rules. The Vermont Wetland Evaluation form is available through the Wetlands Office to help determine which functions may be significant. Demonstrate how the project as proposed will avoid any undue adverse impacts on each of the functions. Refer to plans and other attached documents as necessary. a. Water storage for flood water and storm runoff: The wetland is significant for the water storage for floodwater and storm runoff function. Characteristics of the wetland which contribute to providing this function are physical space for floodwater expansion and dense, persistent, emergent and woody vegetation that slows down flood waters during peak flows and facilitates water removal by evaporation and transpiration. The proposed project will impact only a small portion of the overall wetland buffer zone, and the physical characteristics of the wetland that provide water storage for flood water and storm runoff will remain intact. The limits of the work are outside of the flood plain, and outside of the City of South Burlington's 100-foot conservation zone setback from Potash Brook. The proposed actions will not reduce the wetland's capacity to store flood - and stormwater, or impede free flow of waters. The project will not result in an undue adverse impact to this function. b. Surface and ground water protection: The wetland complex is significant for the surface and groundwater protection function because it protects water quality by the retention or removal of sediments and organic matter as demonstrated by an absence of ditches or channels that confine water; and low water velocity through dense, erect vegetation. Lands adjacent to the wetland are commercially developed. There are significant sources of pollution in the watershed upslope of the wetland, so not only does the wetland have the capacity to perform this function, the opportunity is present. No existing surface water courses are within the project limits. Potash Brook will not be impacted, in fact, the net effect of the residuals management facility is intended to improve the quality of the CWD lagoon discharge to the brook. The shallow nature of much of the project assures minimal impact to groundwater. No chemicals will be utilized in the process, that could leach into the aquifer. All "decant" water and stormwater from the project site will be collected and piped back into the existing lagoons. The proposed project will impact only a small portion of the overall wetland buffer zone, and the physical characteristics of the wetland that provide surface and ground water protection will remain intact. The proposed project will not result in an undue adverse impact to this function. — 7 — c. Fisheries habitat: The wetlands may be significant for the fisheries function due to their connection with Potash Brook and eventually Lake Champlain. There are no areas of seasonal standing water within the project limits. The impacted wetland and wetland buffer area is largely dry and elevated ground, not suitable for fisheries habitat. The proposed actions will not reduce the wetland's potential capacity to provide significant fisheries habitat. d. Wildlife and migratory bird habitat: The wetland complex is significant for the wildlife and migratory bird habitat function because is contains the following conditions indicative of wildlife habitat diversity: 1) the dominant wetland vegetation class is emergent marsh; 2) the wetland complex is contiguous to a stream that is a tributary to Lake Champlain; 3) the wetland is hydrologically connected to other wetlands of same dominant class within 'h mile; and 4) the wetland contains evidence that it is used by wetland dependent wildlife species. The proposed project is located at the northwestern boundary of the broader wetland complex. The project has been designed to preserve the free movement of wildlife through the wetland complex and along Potash Brook. The project requires minimal clearing, and the intrusion into Class II wetland has been avoided. The residuals management process will be operated seasonally, approximately 20 summer days per year; the remaining days, there will be virtually no activity, equipment, noise, vehicles, nighttime lighting, or personnel in the area, aside from occasional snowplowing and control building visits. The proposed project will impact only a small portion of the overall wetland buffer zone, and the physical characteristics of the wetland that provide wildlife and migratory bird habitat will remain intact. The proposed project will not result in an undue adverse impact to this function. e. Hydrophytic vegetation habitat: The subject wetland is not significant for hydrophytic vegetation. The subject wetland is not the best-known county example of its kind, nor does it provide habitat for rare species of hydrophytic vegetation. The wetland does not likely contain one or more species at their range limits, or contain disjunct plant species 40 or more miles from the nearest population. f. Threatened and endangered species habitat: A review of published GIS information on Natural Heritage sites (attached) indicates no rare, threatened, or endangered species have been documented on the site, nor is the site considered a significant natural community. g. Education and research in natural science: The subject wetland is not significant for education or research in natural science. The wetland is not actively used for education or research, and has no known history of past use for these purposes. Minimally impacted area will not preclude or limit access for future education or research. CWD plans to encourage group visits to the adjacent natural areas, and plans on providing nature trails around the perimeter of the CWD property to enhance access to same, to promote visits and outings as part of overall CWD facility tours in the future. h. Recreational value and economic benefit: The subject wetland does not possess significant recreational value and likely provides no wetland related economic benefits. The proposed project will not have an adverse impact on any potential recreational value or economic benefits of the wetland. No habitat values that may make the wetland significant for recreation will be affected. The wetland features that may provide significant food, cover or nesting habitat will remain unchanged. Any use of the wetland as a travel corridor by furbearers and other small mammals should be unaffected by the project. i. Open space and aesthetics: The subject wetland is not likely significant for open space and aesthetics. While, the main part of the complex may possess aesthetic qualities, the wetland is not readily observed by the public and does not have prominence as a distinct feature in the surrounding landscape. Although a significant area of existing open space will be occupied by the two freeze-dry beds, the chosen location will have minimal impact aesthetically, since it lies in a low elevation area with significant mature white pine screening. There will be minimal clearing necessary to construct the facility. There will be limited seasonal visibility from surrounding properties; 50% visible from the rear of the CWD plant, 10% visible from Queen City Park Road, 90% visible from the rear of Hannaford's Grocery Store and the VT Railway embankment, 0% visible from elsewhere. j. Erosion control through binding and stabilizing the soil: The wetland complex is significant for the erosion control function because there are erosive forces present and an emergent/scrub shrub wetland, with good interspersion of persistent emergent vegetation greater than 20 feet wide, is located adjacent to the drainage course. 98% of stormwater runoff will be collected and piped back to the CWD lagoons or will be directed via surface topography to flow to the lagoons. Driving areas will be graveled, not paved, to limit surface runoff. Specialized, landscaped loam & seed areas will be constructed to further absorb the remaining runoff. Final site grading will be relatively flat and embankments will be minimized, and limited to 6' to 8' or less in height. The proposed project will impact only a small portion of the overall wetland buffer zone, and the physical characteristics of the wetland that provide erosion control will remain intact. The proposed project will not result in an undue adverse impact to this function. 15. Demonstrate by narrative and reference to plans that the following mitigation measures have been used to achieve no undue adverse impacts to the protected wetland functions. a. Can the proposed activity practicably be located on an upland portion of the site or on another site owned, - 9 - controlled or available to satisfy the basic project purpose? (Explain). There are no practicable alternatives to the proposed project. The large area required for the freeze-dry beds is not available at any other location on the 11.44 acre site. The CWD recently purchased an additional 3.8 acres at this location (original lot size was 7.64 acres), to provide space for this project. Alternate sites away from the Queen City Park Road lot are not feasible because of the economics of storing residuals, and moving same to the freeze-dry bed location. The precedent is to dewater residuals upon the same site that they are generated. After an exhaustive review of possible alternatives, we believe that we have selected the most practicable alternative that meets both the objectives of the project and the goal to minimize wetland impacts, and continue to improve the effluent discharge to Potash Brook, consistent with CWD Source Protection Plan goals. b. Demonstrate how all practicable measures been taken to avoid or minimize adverse impacts on protected functions, including project redesign or project scale back. Wetland buffer impacts have been minimized through careful project design and redesign. Preliminary design indicated a requirement of up to 42,000 square feet of freeze-dry area for full build -out of the water treatment facility, at minimum conceived depths of residuals application of 1.2 feet in the summer and an additional 1.9 feet in the winter. Proposed construction is for a scaled -back project of 24,000 square feet of freeze-dry area, based on present day residuals production, and maximum, summer -only residuals application depth of 2.2 feet. Construction and operation of the scaled -back project will allow full scale testing that will allow CWD to optimize present design to determine if future improvements, process enhancements, or additional bed area requirements to accommodate future residuals production rates will be necessary. As the first and only water utility in the nation to receive the "Excellence in Water Treatment" award in 1999 from the Partnership for Safe Water, CWD is confident that it can optimize this freeze / dry design approach. c. For wetlands that have been disturbed, what steps will be taken to restore impacted functions (e.g. plantings, seeding, mulching exposed soil, removal of fill, etc.) Wetland, wetland buffer and upland areas will be protected by the project adhering to the construction guidelines in the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (Vermont Geological Survey, 1987). A continuous line of staked hay bales or a silt fence shall be installed at the edge of the wetland prior to any construction and shall be regularly maintained. Collected sediments shall be cleaned out upon reaching half the height of the fence or hay bale, and before major predicted rainfall events_ Removed sediments shall be disposed of in a stable, upland location outside of the 50-foot buffer zone. All disturbed soils shall be seeded and mulched immediately following final grading. All sediment barriers shall be removed following the successful establishment of vegetation. — 10 — Specialized loam and seed landscaped areas will be constructed, approximately 17,900 square feet in area, around the perimeter of the project, including sloped embankments to the existing wetland areas. In addition, up to $15,000 worth of plantings will be provided (species yet to be determined) that will complement native wetland species. 16. Wetland compensation (creating replacement wetlands) is a measure to mitigate adverse impacts on protected functions that will only be possible in rare cases for specific functions (see Section 8.5c of the Vermont Wetland Rules). If a compensation plan is part of this proposal, demonstrate by narrative and reference to plans how the steps in Section 8.5c(1)-(7) will be met. No compensation is proposed for this project other than extensive plantings as previously discussed. DISTRIBUTION 17. Submit the original request for conditional use determination to the Wetlands Office, Division of Water Quality, 103 South Main Street, 10 North, 2nd Floor, Waterbury, VT 05671-0408. Notification of receipt will be sent to the applicant once a complete application has been received by the Wetlands Office. 18. After receiving notification of completeness from the Wetlands Office, send a complete copy of the application to the Town Clerk and Regional Planning Commission. Also, send copies of the location map, a description of the specific action(s) for which conditional use determination is sought, the supporting narratives, and a listing of where complete copies of the request have been filed to: a. the municipal planning commission and/or conservation commission; and b. all persons owning property within or adjacent to the wetland or buffer zone (item 10. of the application). SIGNATURES 19. I hereby certify that the information provided above or attached to this application is true and accurate to the best of my knowledge. Signatu of Ap icant Date nA N Signature of -Applicant's Representative s1gA094-0314.94 Date -7-20-0V No Text CHAMPLAIN WATER DISTRICT CONTRACT 57 RESIDUALS MANAGEMENT FACILITIES December 19, 2001 PROJECT DESCRIPTION The Champlain Water District (CWD) plans to construct the nation's first roof -covered, freeze -thaw -and -dry system for processing residuals from our water treatment facility on Queen City Park Road in South Burlington_ This natural process, chemical -free residuals management facility will consist of two large, roofed concrete freeze-dry beds of nearly 24, 000 square feet in area, a small control building, and a small pump station. CWD utilizes a multiple -step sedimentation process to settle out residual solids removed from its drinking water treatment process. Flow into the sedimentation basins occurs when CWD backwashes its clarifiers and filters to flush accumulated material removed during the water purification process This flushed material is made up of clay and algae that naturally exists in CWD's Lake Champlain water source and has been removed during the water filtration process step. The clear supernatant from the sedimentation basins discharges to the Potash Brook as authorized via State of Vermont Discharge Permit # 3-1161. Accumulated residuals will be pumped from the sedimentation basins using a raft - mounted pump, onto the freeze-dry beds, for warm weather air drying and winter freezing. A small pump will return decant water from the beds' underdrain system back to the sedimentation basins. This natural process accomplishes complete dewatering of the residuals while reducing the volume by 80%, The dried residuals product is a light, inert material that resembles organic sand, similar in consistency to freeze-dried coffee. The dried residuals have been permitted for permanent disposal on site as authorized via a State of Vermont Insignificant Waste Management Event Approval. The freeze-dry beds have been sized to allow systematic dewatering and disposal of over 18 years' accumulation of process residuals in the existing sedimentation basins, while accommodating additional accumulating daily backwash residuals. Champlain Water District Contract #57 Residuals Management Facilities Attachment to Vermont Wetlands Rules Conditional Use Determination Application March 20, 2002 Project Wetlands Summary The Champlain Water District (CWD) proposes to construct a drinking water treatment residuals management facility on its' property located at 403 Queen City Park Road in South Burlington, that impacts a small area of Class II wedand 50' buffer zone, and also impacts a 50' offset zone adjacent to a Class III wedand. The worst case for area impacted is as follows: Class II wetland Class II buffer zone Class III wetland Class III offset zone 0 square feet 4,200 square feet 0 square feet 2,800 square feet The wetlands delineation survey indicated that the Class II and Class III wetlands are not contiguous, so our understanding is that a 50 foot offset zone for the Class III wedand may not be protected, nor subject to a conditional use determination. Nevertheless, this area is identified and examined because of its' proximity to the proposed freeze-dry beds, and if in the event that other regulatory issues dictate its' inclusion in the wetlands findings. Class II Wetland A finger of Class II wedand protruding northerly towards the project limits appears to be a manufactured drainage Swale of considerable age, probably associated with the quarrying operation that existed on site many years ago. Stone rip rap, steel cable remnants, and various other debris are in evidence in this area that are supportive of this assessment. See photos #3 and #4. Farther south within the wetland, beyond the project limits, running in an east / west direction, are a pair of buried CWD water transmission mains serving much of Chittenden County (one I2" diameter, one 24" diameter) that were installed in the early I970's. See photo #5. The CWD has not maintained an access roadway atop these water mains, but has allowed natural wetland vegetation to establish in the area. Furthermore, a small beaver dam in this location remains undisturbed, even though it would be a significant obstacle to emergency pipeline maintenance. This described area is outside of the project limits, and will remain undisturbed unless maintenance activities on these two pipelines becomes necessary. The proposed project will not directly encroach on the Class II wetland, but new fill slopes bordering near to the wetland will be enhanced with a landscaped, re -vegetated surface treatment. The new slopes bordering the wedand will be generously planted with species complementary to the wedand. Class H Wetland 50' Buffer The impacted buffer area is approximately 4,200 sq. ft. in area. Approximately 500 sq. ft. of this area is already "in use", as gravel access area and meadow. See photos #1, #6, #9, and #I0. About 600 sq. ft. of this area is required for a relocation of the existing lagoon outfall pipe (no change 'muse or flows). See photo #2. The remaining 3,100 sq. ft. will be sacrificed to the project, but will be replaced by the aforementioned landscaped, re -vegetated slope to the wedand. Class III Wedand There is no impacted Class III wedand within the project limits. Class III Wedand 50' Offset Since the Class II and Class III wetlands on the project site are determined to be non-contiguous, the 50' offset zone for the Class III wedand may not be a protected area. For the purposes of discussion, an area of 2,800 sq. ft. of the proposed project falls within 50' of the Class III wedand. 2,100 sq. ft. of this area is presently in use as temporary residuals dewatering pit and meadow. The remaining 700 sq. ft. will be sacrificed to the project. 650 sq. ft. of this 700 sq. ft. area will be replaced by a landscaped, re -vegetated slope. Photos #7 and #8 are indicative of the 50' strip and Class III wedand respectively. Project Design Philosophy To dewater and dispose of accumulated and daily production of process backwash residuals, composed of inert material removed from Lake Champlain water during the water filtration process, i. e., clay and algae. To improve the quality of CWD's discharge to Potash Brook via Permit #3-1 I6I. To minimize the impact on existing wetlands and natural areas, while providing a beneficial use for the small area that is disturbed. To complement other CWD process modifications and enhancements designed to improve discharge quality. To optimize the residuals dewatering process to achieve minimal required area of freeze-dry beds To maintain a consolidated, cost effective water treatment process on one site. To implement a "closed -loop" process whereby all decant from the dewatering process, and storm runoff are collected and returned to the sedimentation lagoons; the single lagoon outlet to Potash Brook remains as the only site discharge, and flow / water quality monitoring of the discharge is greatly enhanced. To offset the loss of wedand or buffer by providing landscaping and replacement plantings as requested. To provide a low-key, natural process that requires no chemicals, operates seasonally, minimizes noise, equipment operation, nighttime lighting, and employee trips. To enable long term reduction in sizing of the sedimentation lagoons, potentially increasing available wedand area. To provide educational opportunities by preserving natural areas on site and creating trails to encourage tours. or p Deerwn_ Threatened & Endangered Species AN RoadsRoads NWI Map CW a Natural Resources(-Iap South Burlington, VT I C x 200 0 200 400 Feet �tcar A IIi y�l••�f_ -� i cati® �I r �r ■ y.�,�sr xx 1 .r 424 a i OEM _ _ rPin m"-' ARROVWVOOD ENVIRONMENTAL - 9fM WH1iE ROAD NUNTPIGTOH.`/2OSKl reo2r UF1316 fAX:(BMII#2102 Champlain Water District Contract 57 - Residuals Management Facility Photo 1: View Southeasterly of gravel access area and temporary residuals dewatering "pit". Photo 3: Looking Northerly at finger of Class II wetland. Photo 5: View Westerly across Class II wetland along alignment of 12" and 24" CWD water mains. Photo 2: Looking Easterly at existing and future outfall location. Photo 4: Looking Northerly at finger of Class II wetland. meadow and "pit' with gravel access area in back- ground. Page 1 C57 permit photos.pub Champlain Water District Contract 57 - Residuals Management Facility 00S Photo 7: Looking Northerly at East edge of meadow and "pit', also forested area of Class III wetland and buffer. Photo 9: Looking Northerly across the temporary "pit", at the gravel access area, lagoons, and treat- ment plant beyond. Photo 8: View Northeasterly of the Class III wet- land delineation line. Photo 10: Looking Northerly across the temporary "pit' at future freeze-dry bed locations. Page 2 C57 permit photos.pub CHAMPLAIN WATER DI, 7 ICT 403 Queen City Park Road SOUTH BURLINGTON, VERMONT 05403 (802) 864-7454 TO _; T/f /LG/L�G ice/ 6- SO , V7- ds�/O3 > WE ARE SENDING YOU Q Attached ❑ Under separate cover via DATE _7 — 2 L r 0 G� JOB C—, (� C� K/ ATTENTION RE: 124f10G//1e-( the following items: ❑ Shop drawings ❑ Prints ❑ PF.ns ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order PD-K— - /I.T COPIES DATE NO. DESCRIPTION .� -�' - c5z -- <2i���ir,� •mil%� �y�y / _ _ _� - r" — 1 ! x / 7 1Zr...�ucr'i©.co ®.c /1�✓!r� �irh= l�u�i lid- 6✓G'TG.i•vc� /�'GlU f �_4C/.1��'i rc`✓K GlJlz . /J/� Tis'�LI.r/.u.�i�c7�C/ �iVPCIG�i �O THESE ARE TRANSMITTED as checked below: ❑ For approval [For your use > El' As requested ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ For review and comment ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return --corrected prints ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS �T�,yh/,4.C<is= 1 toi•'kcr Alan- /-//JCI 4t�-r C . (d • J, /}�X� l�C, 4.-1701,1 CGS /? �i UI>/C�.Tdz /.S ,l'/LDlli�� Ty /l��i��r��;)/,l'T/���3t��Cka /1�'c✓u�.�'l�tii�� ✓ oU' i' i� o� nL �1-r��� rv� is�T,, 1✓�- �-.�s�x����� /l>dG�,r1�C- /�/.�-t; �1/�-�(fc/%� GEJtiI/►�/1�!/t�.rt 9•V ,�D/z �c?.ci,.f/�2L�A,�'/©�/ L'D��l,/flc�cG `t COPY TO PRODUCT 240-3 Inc, Groton, Mass. 01471. /1 SIGNED:i Liosures are not as noted, kindly notify us at once. /i 4 • Pl*r-r CITY OF SOUTH BURLINGTON DEPARTMENT OF PILANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 28, zooz Richard Pratt Champlain Water District 403 Queen City Park Road S. Burlington, Vermont 05403 Re: 403 Queen City Park Road Dear Mr. Pratt: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. Please be sure that someone is at the meeting on Tuesday, April z, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, Zymeondj. Belair Administrative Officer Encl./td April 2, 2002 MEETING 10) SUMMER ICE JOINT VENTURE —BERM RELOCATION—HINESBURG ROAR This project consists of an amendment to a 12 lot subdivision. The amendment consists of amending the location of a previously approved berm at the south end of the property to avoid wetland impacts. This project is located on Hinesburg Road within the Mixed Industrial Commercial District. It is bounded by undeveloped land to the east, residential development on the south and commercial development on the west and north. The only issues affecting this application are landscape changes. The previous approval included construction and landscaping of a berm to screen future industrial and commercial development from the residential units to the south (Ledge Knoll), construction of a 5 foot wide recreation path, and relocation and naturalization of a drainage way through the southern portion of lot #1, because of a previously, illegally constructed drainage way, 30 July1996 (minutes enclosed). The current application is to relocate berms to avoid wetland impacts (the illegally constructed drainage way is now considered a wetland) and no longer construct the "natural" stream corridor because it was never a viable option per the Army Corps of Engineers. 11) AND 12) CHAMPLAIN WATER DISTRICT—CONDHTONAL USE AND SITE PLAN-403 QUEEN CITY PARK ROAD This project consists of amending a previously approved applications for a 14,450 square foot water treatment facility. The amendment consists of 1) 24,000 square feet of freeze dry beds, 2) a 235 square foot control building, and 3) a 1,500 gallon capacity underground pump station. This property located at 403 Queen City Park Road lies within the CI and C.O. Districts. It is bounded on the north by a Queen City Park Road, on the east and west by Green Mountain Power, and on the south by Potash Brook. CONDITIONAL USE CRITERIA: The proposed project complies with the stated purpose of the Commercial 1 District "to encourage the location of general retail office uses in a manner that serves as or enhances a compact central business area" and does not adversely affect: a) the capacity of existing or planned community facilities - no effect expected b) the character of the area affected - no adverse effect is expected c) traffic on roads or highways in the vicinity —the proposed use is not expected to affect traffic. d) bylaws in effect- the proposal is in conformance with the zoning regulations 9 April 2, 2002 MEETING e) utilization of renewable energy resources- there is no utilization of renewable energy resources to be affected. f) general public health and welfare - no adverse effect expected. SITE PLAN CRITERIA: Access/Circulation: Access and circulation are adequate and are not changed by this application. Coverage/Setbacks: Building coverage is changing from 5.7% to 10.6% (maximum allowed is 30%). Overall coverage is changing from 13.3% to 23.3% (maximum allowed is 70%). Front yard coverage remains unchanged at 4.5%. All required setbacks are met. Wetlands: The plans show encroachment into the C.O. District. The Board may approve encroachment into the C.O. District if the encroachment is necessary for the purposes of providing for or improving public facilities (Section 3.502 of the Zoning regulations). Parking: The proposed additions will not require additional parking. The plan shows 47 parking spaces and 2 accessible spaces. The parking is adequate. A bike rack is provided. Lighting: Any proposed lighting must be downcasting and shielded. Cut sheets should be submitted to the Director of Planning and Zoning for approval. Traffic: No additional vehicle trips ends are expected with the addition of the drying beds. Dumpsters: No new dumpsters are proposed. Landscaping: No landscaping plan was submitted with this application. The applicant is aware that there is a landscape requirement based on construction costs. The landscape requirement is $15,000. The applicant has expressed an interest in using native wetland plantings in the areas that require such plants. At this time the applicant does not have a planting schedule for the Board to review, but is working with a wetland consultant to determine plant materials and locations and understands that this must be supplied prior to any issuance of any permits. This application was continued from the 12/4/01 meeting at the applicant's request. This project consists of amending a plan for a 502 square foot convenience store with gas sales (4 fueling positions) and a 1344 square foot canopy. The amendment consists of increasing the size of the convenience store by 1038 square feet for a total of 1540 square feet. Variance's are being requested to: 1) allow the expanded building to project 21 feet into the required 30 foot rear yard setback area, and 2) exceed the overall lot coverage E F-UBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South 3.,r;ir,9Wn Dev2ioameni Raa!ew Board .will hold a public nearing at the Soutn Bur- lington City Hall, Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on Tuesdayy April 2, 2002. at 7:30 P.M. to consider the fol. lowing: 1. Application 4CU-02-05 of Fletcher A. Downing for conditional use ap- proval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Re- quest is for permission to: 1) apply the R2 Dis- trict zoning criteria to a ew Drive, an2)a portion d of 3 ply ithe R1 District zoning criteria to a portion of 99 West - view Drive. 2. Final plat application #SD-02-17 of Fletcher A. Downing for a boundary line adjustment between 99 Westview Drive and 133 Westview Drive. 3.Final plat application #SD-02-18 of Daniel and Leo O'Brien Jr., DBA Fo- rest Perk Realty Corp. and. The O'Brien Family Limited Partnership for a 107 unit planned residen. . tial development consist- ing of 18 buildings and a five (5) lot subdivision, Hinesburg Road ,and Kennedy Drive. 4. Application #CU-02.04 of Nextei WIP Lease Corp. DBA Nextel Partn- ers for conditional use appproval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Re- quest is for permission to install 1248 in: high antennas within a pro- posed cupola on the roof top,1776 Williston Road. 5. Final plat application #SD-02.14 of Sumner Ice Joint Venture to amend a previsouly ap- Med 12 lot subdivision amendment cons- ists of amending previously approved berm at the south and of the property to avoid wetland impacts, Hines- burg Road. 6. Application #CU-02.03 of Champlain Water . Dis- trict seeking conditional use appproval under Sec- tion 26.05, Conditional Uses, of ,the South Bur- Iington Zoning Regula- tions. Request is for permission to construct' 1) 24,000 sq. tt of free- ze-dry beds, 2) a 235 sq. ft. control building, : and 3) a 1500 gallon capacity underground pump .sta- tion, 403 .Queen City Park Road. Copies of the application are available for public inspection at the South Burlington City Hall John Dinklage South Burlington Development Review Board March 16, 2002 k CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 28, zooz Alan Thompson Wendy Smith 388 Queen City Park Road S. Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6 or attend the schedule public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl./td CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 28, 2002 Ralph & Jean Ruth Barrett Iz Sunset Court Shelburne, VT 0548z Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6 or attend the schedule public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl./td CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 28, zooz The Humane Society 147 Kindness Court S. Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6 or attend the schedule public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl./td CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONE4G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March z8, zooz Green Mountain Power Co. 163 Acorn Lane Colchester, Vermont 05446-6611 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6 or attend the schedule public hearing. Sincerely, J Raymond J. Belair Administrative Officer Encl./td CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BliRLINGTON, VERIVIONT 05403 (802) 846-4I.06 FAX (802) 846-4101 March 28, 2002 Southland Enterprises, Inc. I-Iannaford Bros. Co. PO Box i000 Portland, ME 04104 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6 or attend the schedule public hearing. S incerejy, Raymond J. Belair Administrative Officer Encl./td 9 C17f OF SOUTH BURLINGTON lY;L"1L-t,tLC.11V1JiJNT '1JIl` PLAIJNING & ZOl`7JLL4G 575 DORSET STREET SOUTH EUIRLINGTOINT, VERMONT 05408 (802) 846-4106 FAX (802) 846-4101 Permit Number SP- �2 - APPLICATION FOR SITE PLAN W All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the renew before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) d rrra(6r - QUA a elr�y�/�� now SO. L Gi.�-L/CLGTlX/, UT. D�<fU3 All-., fr � - 74.f¢ C.•¢X, c5d gr - 04�5 2) LOCATION OF LAST RECORDED DEED (Book and ;cage #) ff/.5- , 3) APPLICANT (Name, mailing address, prone and fax #) G'/YIf4y,4 1 /,c/ i,/f�✓,E.rl f>/l�/1�cr C-/T� /; i k dQD W. J-0 . G'a,& O JVO,3 Pl/ f>'�4 - 74J4- FAX : <4` - nt.?5 4) CONTACT PERSON (Name, mailing address, prone and fax # !li ) ? /3/s/6.t / /"/P. - al121- /,- to _ Aoai1 _' ,,, - 7,r_ f;d, % . 5) PR0,1EC-7 STREET ADDRESS: 40.E gGffz�•�! C/l� /9 .COS® v) TAX PARCEL TD # (can be obtained at Assessor's Office) 14 — O34� -,t1 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Z K/ G ...e-icr.�il. p <✓9rrid Jrvrl�?C�r Tom , 1wv �'�o� es� &4 c.. [4k4, %eie (include description and size of each new use and existing uses to remain) 44� .FX/�74, q - -q �l of GOU�2Llif� /�o'croabsin g'squ araBo� ar fyn/ZW'e" b�i�_a3 f ,�rl o1/psosse,d��ui-l&Og/s?i yanJdQ Ttr; y ildain3gSs to remain)2[Pi,/- : Gi' &J J-7012 6 Zl� -rQ Fz' 6'rhl my" �1G�7 ' /=T Melo J 777fJ� Fi lsvl Z4�txx�Jq.F�- CGki�tDc X• z�l /-'.'• 7�T9L = .sz,cC�-�-fir. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) CQ(/r�lix d3G /67 f=r, • Dui - rW,, 4,,- liQ.ayiZ 40 o fXIiz Z102rL',EC- aj,5;4p4.) 6/11�Wc Fat F4ad MF rA)T14AC- 4<4,9 !�/�4�6.Z G✓r.�� r`�y'.5 � / ct�- — =i1Efo tip �lJ,�(/ (3�j racv�, z8 ter. . e) Number of residential units (if applicable, new units and existing units to remain) A1111 f) Number of employees & company vehicles (existing and r: -.3r /'�tiif'�o y e.e'T ,EXi.srirrG �,00 AiJ0. V f,6;e z� note office versus non -office f. :C, 21? .uo-U - ell-F16� /41�Or7.lp/�2(t y !/.zif /GL/t:xr-fic cG /}�i� .vi1o,��i g) Other (list any other information pertinent ro this applicatibn not specifically requested above, please saute ii 0vealay Districts are applicable): T/,/ C6✓> /1!,'CJz - 7U TiyG cAUf �/ C/i f /lL 12 o,9Q c/i e- rAl/a-.� t 7,64 daC ,-4, /J A'0 / t / / 4s/ /,{C/l.�",� -rO '4rte Cit �uG,� � FrL�i� /P/li=y10a" ' AolwcG gTiav-r /51L GW g) LOT COVERAGE a) BualdinT. E--�dstmg S_ 2 % Proposed 10. % b) 'Overall (building, paring, outside storage, etc) EAstin 1-3..3 % imposed % c) Font ;.card :(along each street) Existing --3' a % Proposed -? • tj % CDST EST2VIATES 7'vTi� c COfTr /� %j-Uf CGcj�> a) Building (including interior renovations): S 'o) Landscaping: 3 J, c) Other site improvements (please list with cost): �iir/L /Jd/I!c r "�5�5- ocav /l!, c:"cz�i/�,rii - r- •/ /j G� /LCi /l�c/�c ' / 2 Syc� ���r/JyC//G:3L � GOvv S.v,1T/2CrA�/in,/T✓�i%c�c,/ i� Cc7UT/lp[., � �O� Ovo lei) ESTRVIATEO TRAFFIC a) A verage daily traffic for entire property (in and out): ,Edii,wyot:j- lAv Tit /Ay , OT/Ar1_f , zo ;;�I'AQ b) A.M. Peak hour for entire property (in and out): c) P:-V.t. ' Peak hour for entire property {In and out): 2 Tip/04f 11) PE -AK HOURS OF OPERATION: 4 : e o P- .-i . 12) PEAK DAYS OF OPERATION: Moxle) 1 y 13) ESTEVIATED PROJECT COMPLETION DATE: 14) SITE PLAN AND FEE A site plan shall be submitted which shows the ia7formaton listed on Exhibit A ached. Fille {j) regular size copies and one reduced copy (11" x 17') of the site playa must be subinitted. A site zian applicahon fey shall be paid. to the City at the time of submitting the site pian application (see HM�, A). I nerebv cdrt fv that all the information requested as part of this application has been sdomitted and is accurate to the best of my knowledge. I Ji I 1-4-4T �i�rC/ �stel cirz 2- SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OV1NER Do not write below this line DATE OF SUBMISSION: 2-1 2-e l �L REVIEW AU'I'HCP.I'I' ,': k Development Review Board ❑ Director, Planning & Zoning I have reviewed this site plan application and find it to be: Complete ❑ Incomplete FM Director of Planning & Zoning or Designee v Date To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: March 15, 2001 Re: Site plan #SP-02-15 and conditional use #CU-02-03 applications of the Champlain Water District. Overview: Site plan #SP-02-15 and conditional use #CU-02-03 applications of the Champlain Water District to amend a previously approved site plan for a 15,150 sq ft water treatment plant. The amendment consists of adding 24,000 sq ft of freeze dry beds and a 235 sq ft control building. Issues: ■ The site plan shows a total of 47 parking spaces with only 1 accessible parking space. The plan should be revised to show 2 accessible parking spaces. ■ The applicant should remove all comments referring to "new pavement and new filter" on the plan as they are not part of this application. ■ Based on building construction costs the applicant is required to install $15,000 worth of landscape improvements. The application suggests there is $40,000 worth of landscaping proposed. The applicant should provide a landscape plan exhibiting the proposed landscape. ■ The applicant is proposing some encroachment into the C.O. District. The applicant should be prepared to justify this to the Development Review Board and show how this will not adversely affect the: o Water quality by virtue of erosion or runoff o The use and enjoyment of the adjacent properties o Wildlife and fisheries habitat o Wetland functions and values o Ability to carry or store adequately flood waters Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the application with the above exceptions noted. Please provide additional information by March 26, 2002. Recommendation: Staff recommends this application be authorized to proceed for site plan and conditional use consideration at the April 2, 2002 meeting. (!�1 0ueen Ciy �I � �:i i!. Pouf• Road ^Subject Parcel p J N75 / L Q ;C X - / 0 /1/ /r/ Al P G & en Mounfairt Power Coroorafion /o/urne 11, Poge 5�5 APPL/CANTS Creep Mountain Power Carporotion 76J Acorn ZO,78, Colchesle� !? 05446 Cham,01ch7 water L7isfricf -�OJ Queen Ciy Park ROOe South Burlington, vT 0540J The Humane Society of Chittenden Count' Oc ePn Cify Pork Road Saufh 8udinglon, IrT OS40J I ZONING Commerciof / 01SIMI Con&erva/ion & Cpen Space District Flood Plain Ofstiict- see Note 4 100 O 100 200 700 At ssy� � 000, erar, qj O L, a Sfafe of Vermont / 199 Connector L EG£ M✓ J/4" Oro iron pipe set Colcu/ated point ,,J iron rod per Robenstien plat (w.AR�) 4' Sq. concrete monument found or previously set 1 114' 01o. iron pipe found 4" Sq cone. monument per Robenstien plat (WAR) Propery line offer subdiw.sion and exchange Property tine of adjoining parcel Existing Propery //ne to be extinguished lhrough exchange or boundary agreement Property tine to be extinguished as ea isfing and resulting adjoining -WO and HSCC poroe/s merge proposed Humane society properly /Ina and siidelne o! Oueen City Par"'• Rand - one huff /he hastonc .a rod Ra it width (?f 75J from the centerhne of /he present /mw/fed way of the read - see No% 9 d ° 1/ �.. 5a" C Currs Ooto - 9' to G �j��°ve° 1/ rem:. 9>r ✓f d \. cb existing Porte/ of h . �a et a r /earn choral 4%vth CharnPloin {Yafer Disfircf, /nc. �,`&°j excbong� 1porce/ /0 I Yo/ume 104,r Page J71Greenl//��ounfoin I 7.5 Acres � � a� "� Odo'er/,CorPorofioln /A% yq0 /2/4 Acres / 4 ma bra kY b I marred parcels , el + M \ see Note 9 /7 / �h % s �' /3 �� ewe iOM 9 G A/orneis North 199dn exchange part 1'fo 9 Champloin iYo:`er Olsfricf, 17C. 0 4 0 ACr s` "°"S,r + OQK ry �o ,G�1� • '�j� � • � a� � ua;r.. Sn �r +fir mind „nods :.� K•. (+ .€` w. �w,� 0to t D° 0 26.02' and anarn -H t \ ivr.xn•«gen ° d' � P fit^` existing Porte/ I rbe Humane Sociefy ,aae ,w.a�d rp: b of Chittenden Counfy.�, /V O TES _ 1. A horizontol control traverse was conducted In 1998 and extended in 1999 using o tofol stofion and steel tape. Certain survey data shown hereon may vary from recorded data due to differences in dechnoban, orienlalion or methods of measurement. 2. The proposed subd`WsM0n //rte along Potash Brook runs in and o%rag the centerline of, the brook J. T1+e wetlands delineation was conducted by ;%liam O. Countryman in October of 7999 and mapped by Krebs. 4- Lansing Consulting Engineers (X&L). d The Flood P/oin District hos not been overlaid because of inaccurate base mopping of 'the' location of Potash Brook on the city zoning overlay mop. T/ie existing Humane Sociey building is sited of as elsvoMm of 100' whde Potash Brook flows •southerly lhrough the parcel from elevation 148' to 1JJ: 5. The informofion shown hereon /s o CO RAotiort of survey dato collected by Xnighf Consulting Engineers (westerly of Potash Brook) tied to survey results shown an P/a/ of S/rrvcy Portion of Baird Center Property - 7. 49 oc. " prepared by warren A Robenstien, L.S. ` doted ✓onuory 30, 1999 (easterly of Potash Brook) and to brook and we1/ands mapping by Krebs &Lansing h7 :1999-1999 bvurtdoly and topographic surveys for The Humane Society. 6. Ti+e above relerenced surveys by of ":T hove disclosed boundary uncertainties ith adjoining /ands of Hannoforo' Brothers (South/ond Enterprises and Martins Foods) and with the present /ocolion of 0ueen Cify Pork Rood (the Cities of South Burlington and Burfingtonj. The affected parties should c%raft' these uncertainties with boundary agreements or other appropriate /ego/ instruments for the boundaries shown hereon to control. 7. Lof 1 is benefiffed by o JO' wide droinoge easement across Lott fo Potash crook. The easement location shown is for i//uslrofive purposes only and is not COntro///ray When the droinoge structure is bur/f the exact easement location W/// be determined, and this easement Wi11 be centered on said droinoge structure 8. The property lines between adjoining CWO and HSCC parcels Will be extinguished as (hose parcels merge. 9. Lot 2 Is benefilfed by a 20' wide easement across Lot 1, as shown, for the fiiluie CWO nature troll to educate its consumers regarding water Approved by Reso/ubon of the 0eve% meat !/o% 56, P. �8� a� Review Board of the Ciey of South Burlington, subdivision parcel fo �ye9 �� vermont on the _day of � �, rt 5 subject to the requirements of said crsb 1 The Humane Sociefy candifions of said Reso/ation. Signed this_ y'��� ` p �'�'� of Chittenden Countyp., w.A,? PA71 day of Chairmon6or C/ark. Foods of r�B•�_� ate„ yQ6`s�� 5 / Saufh Bar/ingfon, /nc. ro err elf `�-'�� �"• w�� �` !/o/ume 408, Poge > 19 South/and Enterprise , Inc. Styloso er app fro/ume 278, Poge 479 2z5a' Reason. modifed rote 7 and added note 9 - A/i9/ - Off Revision oa'dad note 6, pad. eace., merged Porte/ labels, HSCC Porte/ data, o// par OR9 rove/ - AwN - >/5/aa per WAR, A*i Rensron.• modified rote 5 and ossocroted /obe/ re: sideline of 0—en C/y Park Rd - AhW - J2/2/99 Revision: modiried /ina� on CWO & hTCC parcel /inns,• added CNP O?v'nora a»semen/ lobe/ - AN7i - Jf/3a/99 Ravawn: modi/lad /eya14 notes 45s,• added note 7, GNP dro11709e easement It OCP Rd lobe/ - AW - "Ife 9 Su,6diVision, Reconfiguration c�" Exchange of Parcels This survey is based on an ono/ysis of physical evidence found on the ground and /nformation abstracted from deeds and other' Per- 6C't`YE�'n the Charr/piain water j%/Str/Ct ine., finertl records. This plot is consistent Wilh Alle 27 KS.A Chapter 17, sections 1401 - 1406. The Humane Socie y of Chittenden County and Green Mountain 10OWer Corporation A/berf W. Hoirfs, /r L.S 594 Queen City Por* R000, Sotsth Bur/ington PRW. No. 99341 +s. 12 KNIGHT CONSULTING ENGINEERS, INC. onrE 10 28�99 ...., , I e.V '•-I "'` on, ROY 29. VAW5fON. Nf•. 05495 - TEL. 879-6343 �.", r• 1 ° —1 QQ' P Subjcgct 9orce/ - p / der ''bG9•'s outer (iwalmsnr plan( 0 A 0 State of !Vermont /99 COnneCfO,- 56�6, 5 by O N hf .4 y6 �I ,`�}1� p neaxseoa 5 66 O/ Creeni/Mountain " w° ! PoWW" eorporotion � Green Mountain Chomp/am `Pater Orstricf, /nc. �yk / `.,4 Acres /Al Power Corporation 11.5 Acres ti� h�' / / R o 1/04#77e 12, Pagge 545 / / � 4 one 41MI, /p ropi� l mixed eooab aid Anch ?,..�_ O -- � - I mired ,.nods Sco% 1" = 100 /f and anon /✓ o rEs 1. A hor/zontol control Traverse was conducled in 199e Old extended /n 1999 using a halo/ stot/on ond steel tope. Certain survey data shown hereon may vory tram recorded doto due to . differences /n dec/inohbn, or/enlat/on or methods of.measwremene. ?..Tlas p/af depicts the 00foe& result/nq from c/fy oppro✓ol of o plot ent/f/ed Subdn ision, Recontgurofion &Exchange of Parcels between the ' Chomp/o/n Water ols7jnL-i Inc., `The Humane Soc%y of Ch/ltendeo County and Green Mmzuped Power Corpa,abon" by Knight Consull/ng'Eng/neers doted 10/ZB/99, lost revised 1/5/00. ✓. The information' shown 'hereon /s ocomp//ot/on of survey dofo Collected by Xnight' Consulting' Engineers (westerly of Potash Brook,) tied fo survey res fits shown on "P/of of Survey - Portion of Baird Center Property 7.48 oc. pi poled by iYorren A ` Robenslent L.S. doled ✓onuary i0, 1999 (easterly of Pofosh Braok�;ond,.fo brook and wet/ands mopping by Krebs Lansing (K&L) in`'1998-1999'boundary and topographic surveys for The Humane Society. 4 Jhe odo✓e referenced surveys by others hove disc%sed boundary unceftoinfies w/!h adorning /ands. of Honnoford Brothers (Southland Enterprises and Martin Foods,) and with fhe present :location of Queen Cify Pork Rood (the Cities of .Soufh Burlington and Bur/ingfan,) ..The affected parties shoo/d c/atrfy These - uncertoinlies with `boundary agreements or other opproptrate' /ego/ tnst2ments for fhe' boundar/es shown hereon fo contra/. 5. Lot > Is benefifted 'by o 90' w/de dro/noge eosemenl across Lof 1 to Pofosh Brook The easement location -shown is for Aastrol/ve purposes only and is not' controlling. When, the drainage easement is built the exact easement /ocol/on will be dWerm/ned, ond this easement' wit! he'centered orr said drainage structure. 9 The subdivision: line: along Potash Brook M17S, m ond 7/0rig the centerline of the ` brook 7. Lot 2 /s benefilled be 0 20, wide ease rent across Lot 1, os shown, for fhe ,Ourpases of a future CWC nature troll to educate its consumers -&yarding wofer- Shed issues and source projection of CW,9 Lake Ommo/a/n drink/rig wale- source. 'Wed ..0,W aw' bneib ra c¢4 Solrfhlond Enterprises, Inc. S1yyo5o w Va/ume 279 Page 479 75per WAA pftr This survey is based on an onoOV/s of phys/cal evidence found on the ground and infatynot/on abstracted from deeds and other Per- finenf records 7h/s plat /s cons/slent w/fh rffe 27 YS.A Chapter 17 Sections 1401 - 1406. Albert ;r Harris, VT L.S. 5B4 The Humane Society Of Chittenden County 5.7 Acres LEGEND .T/4- 0% iron pipe set CO/CU/aled point 3/4" 0/b /ran pipe Set IJ Iron rod per Robens!/en p/at (WAR.,) 4" Sq. concrete monument found or pre✓/ous/, set 1 1/4" na. ;,on pipe found 4" Sq. cone. monument per Robenslien plat (WAR.,) Property //ne afler subdivision and exchange proposed Humom Society property line ond s,,*Ane of Oueen City Pork Rood -one troll the hotorx 3 rod R.O.4, MidtA f1475f from the centerline of the present troVet/ed way o/ Me rood - sat Note B Cures Da/a - 6' to C' co radius = 418.70' � arc length = 2B5.SB' chard length = 2B1.17' - o W b O 11.9T � 18k \ \ px�' G o � �� of `•' 3 S59'1050'E 2e,92, WhP raarwe .,�,. Bearings are bused on YGgnef/c North 1998 'fdyr � Mo/'tifl'S Foods of Soufh Burlington, /nc. volume 408r Page 119 RIIIS n.' modiried note 5 and added note 7 - AwH - 01/00 Re"ision.' eAonged note -7 added note B• Red dov, h=0 parcel dofo, mn7c a B-C tWne - AMV - //5/00 Fii7a/ P/af Of Resu/fines Pa,-Ce/s Of Champlain Nofer District, 117C., The 1/u/770,17B SOCie y Of Chittenden COu11ty ond Green YOuntoi/7 PONer Carp9la�io17 Queen City Park Road, South Bur/ington PRU NO, 99341 12 KNIGHT CONSULTING ENGINEERS, INC. --m- 12/20 99 n\n/u rim: AWH P.O. Dux 29, mLL15TON, vr., 05495 - T0. 879-8343 SCAM1"=100' _0 0O V a--' .- E � � N a fa a O c � ca�C— .� J a) L :3 a) m � � O' M � U amd- cn CHAMPLAIN WATER DISTRICT CONTRACT 57 RESIDUALS MANAGEMENT FACILITIES January, 2002 ADJOINING LANDOWNERS Southland Enterprises, Inc. P.O. Box 1000 (Hannaford Bros. Co_) Portland, ME 04104 Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446-6611 The Humane Society of Chittenden County 142 Kindness Court South Burlington, VT 05403 Joseph and Marion Lendway P.O. Box 356 (364 and 378 Queen City Park Road) Johnson, VT. 05656 Alan Thompson and Wendy Smith 388 Queen City Park Road (388 Queen City Park Road) Burlington, VT 05401 Ralph and Jean Ruth Barrett 12 Sunset Court (396 Queen City Park Road) Shelburne, VT 05482 GREEN iMOUNTAIN PO!i'!ER January 16, 2002 This agreement is entered into by and between Green Mountain Power Corporation (GMP), a Vermont Corporation with its principal place of business in Colchester, in the County of Chittenden and in the State of Vermont, Grantor, and the Champlain Water District (CWD) a Vermont municipal corporation with its principal place of business in South Burlington, in the County of Chittenden and the State of Vermont, Grantee. GMP free!,, grants CWD a temporary construction easement starting April 1, 2002 and ending June 30, 2003 to travel over, and utilize the lands described as follows, for construction of CWD's adjacent Filter and Clarifier Backwash Treatment Facility: Being a parcel of land containing 2.4-acres, more or less, and being depicted as parcel no. 1, "Exchange Parcel to Green Mountain Power Corporation, 2.4-Acres" on a map entitled "Subdivision, Reconfiguration and Exchange of Parcels Between the Champlain Water District, The Humane Society of Chittenden County and Green Mountain Power Corporation, Queen City Park Road, South Burlington" dated October 28, 1999, last revised January 11, 2000, and recorded at Map Book 450, Page 86 of the Land Records of the City of South Burlington (the "Plat"). CWD will return said lands to preexisting conditions that will readily allow GMP to construct a future electrical substation on this parcel. CWD agrees that no hazardous material will be stored onsite and CWD indemnifies and holds GMP harmless against any and all claims, or other forms of liability that may arise out of CWD's temporary use of this GMP parcel. Understood and Agreed To. GREr MOUNTA�N POWER CORPORATION by Donald Lorra e, Manager, Business Development Green svlouwairs 'Pc-.,ver Corooraton 1o3 Acom seise Coichest=_r Verment f5448-!i8? � :73' +,vww.gmpvt.cam .. LAW OFFICES OF KOLVOORO. OVEMN S. WILoON, PC .. THREE MAIN STREET, E3V& X JUNCTiGN, VERMONT 69A62 - 3 100 TELEPHONE; IeQ. 879-3346 . FAX: (802) 979-09C4 . .. E-MAIL: KOWLAWfplEjM-HUNK.NET ALAN 0.OVERTON oa GOUNy�I ORWO H. WII.WN - PHILIP A. noLVOORD DANIEiL L. QVR7TON HERBERT J. DOWNING WILUAM $- SMITH III .. . CAROL N. ANGUS January 30, 2002 FAX to: Dick Pratt, CWD 864-0435. --1-- page(s). total PRIVACY AND CONFIDENTIALITY NOTICE NOTE: This transmission contains privileged and confidential information intended only for the addressee named below. Any use, dissenduation, or d6nibution by auy person or entity other than the a4film ee is strictly prohibited. If you have received this camrnuoication io error, please notify us immedlotely by telepbone (802) 878-3346 (cnlleet) and return the oripinal transmission to w, at the above gddre s. re: deed recording info ---Queen City Park Road Dear Dick: The deed information is as follows 1. Quitclaim Deed fi-pm The Howard Center For Human Services; Inc. to Champlain Water District and The Humane Society of CWttenden County, Inc. ,dated 813.1199 and recorded at Book 461, Pages 504-506 South Burlington; plus 2, Quitclaim Deed from The Human Society of Chittenden County' Tne to Champlein W-1-- District, dated 8130100 and recorded at Book 483, Pages.596-598 South Burlington; plus 3. Quitclaim Deed from Green Mountain Power Corporation. to Champlain Water District, dated 7/18/01 and recorded at Book 515,_ Pages' 19-a0 South Burlington; minus 4. Warranty Deed from Champlain Water District to Green Mountain Power Corporation, dated 7/25/01 and recorded at Book 515, Pages 21-'24 South Burlington. I will have pies of all these set to you_ W Barn . Smith ITT, Esq. T06 T9T ' ON S2beb98EO8 < Od NOM I M '8 NOia30O `Gaoo -ioA ZS : Z,T Ea/ z = / 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number- All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing. Type of application check one: ( ) Appeal from decision of Administrator Officer (includes appeals from Notice of Violation) (L)-Tequest for a conditional use ( ) Request for a variance ( ) Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) 0-0MPZ1414J A141/6`/1 Oifl Rie r - cyey ^qnL 124WJ Cell?-G%UG,TcX1, GAT• Of4v.,T 2) LOCATION OF LAST RECORDED DEED (Book and page #) lxzy-c c51- P/7G2,J- Zz4 3) APPLICANT (Name, mailing address, phone and fax #) lci , CITE I.)19121c .f;yulze.. P%y'v'6¢ -74yr G X t3G4 G 3�j' 4) CONTACT PERSON (Name, mailing address, phone and fax -- 7110 T- %21el.1tj/ICJ/I•f� � 24:�') 1-�4-x: 606¢ -C-) 5) PROJECT STREET ADDRESS: 6) TAX PARCEL ID # (can be obtained at Assessor's Office) /4&c-? - w 7b) Gf1140AIU19n • - - - 1.9&ir2 1A /.fUv 6_4eccX7 '_WA4c/r9, 4X16r56'i iV Pa-A-l.O �IT�T/dc✓ 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) S.4/1/�G7� � / tii/LucX/G"�[.. �=iLT/FJ2¢'.C7 %J9jilil sTD/Z✓,�C,�� 7/�Cilr� T.�a .3cvvnc� r-f,',�-�. L�i•��� b) Propose C(1t ses on property (include description and size of each new use and existing uses to remain) /d,Lc /r�xidr/,ctG- L/✓F f- /21FA-O,w, .UF kJ 74i C on JG?. f J' /ziz (�,)L e T Frtfz �t 2r�' �/J G� y fs'/r Q!� Z3S -�C . G/'. CCJIi✓JlC� 1TWG> c) Total building square footage on property (proposed buildings and existing buildings to remain) Aep.,,5 - Cilfiy. JiO,Q+ Cis : Z z t> j2D sW. /=j. T✓,��V.�./ t 777.j �Q • /=i fa� ;0/1 y. 61 a,T: ,C200 �fQ. /mil• laves ✓aUc I?L.JG.: 2-7S 14.,�T> d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) /U(i�71� 43cs�C��cLG %� JF� /J �jy; oktlz -G'Q2�, <j" /r LG��✓ Cr/lr j/z F(�l �C�/�/ �1Cljc /2J�E(r % "_0 /V4 ��G 6�0--v e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees & company vehicles (existing and roposed, note office versus non -off ce employees) p� �� GO/1/Jy�/�/ t1• %//r /i/G �,r� /� X/J�CL(t- /��i� /�✓��UJ/�G� g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 6 x/o L'�' /�.QZ)1e•> .?, '!�' RE W /i _l_ Tf/,t LOT LO(//z/Zk.! !?2GOL� /jiZC/fi1.t�Git cJ Li2L"M I'il��, 'c%ct ✓ ff¢j�L/C.¢y/aC/J /rv�t 4/10TZF:e 7 J d.(` 8) LOT COVERAGE a) Building: Existing 5.2 % Proposed /c? 6 % b) Overall (building, parking, outside storage, etc) Existing iJ,„ %o Proposed z3., % c) Front yard (along each street) Existing L.. & % Proposed (does not apply to residential uses) 9 9) COST ESTIMATES a) Building (including interior renovations): $ 7so, cavv b) Landscaping: $ 40, o0o c) Other site improvements (please list with cost): -rail h)cwj- /��zi /�G /4 C�I.Y�lU/.�/�/i�•(iT -W / v vc:�GECi%1/ G/�S Cb ��C/��!/G/.fc. t lfly�v-��!',rrltl�c�1.�,�'.�T�y�y s� �•C/:7�oL �y, � 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): y/g;/ r. !o rQlpJ",� (�l/,iIS Zo T,eivf b) A.M. Peak hour for entire property (in and out): zs 11W c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 7 : cza / "11. 7u 12) PEAK DAYS OF OPERATION: /LJC�E/J4c� Th'44 13) ESTIMATED PROJECT COMPLETION DATE: 6,—C66M47,�2 /, zooms 14) LIST ABUTTERS ( List names and addresses of all abutting property owners on a separate sheet of paper). S-2�� /3-TTi9Ll,�,EQ IIJJ- I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. /ZiCi�}i1�rJ /� • f�11/,�,�T, G'�v0 G.rii,C/� t�vc�u✓r'� �' �Jy SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: zd �U REVIEW AUTHORITY: development Review Board ❑ Director, Planning & Zoning I have reviewed this site plan application and find it to be: Complete ❑ Incomplete of Planning & Zoning or Designee 16), Date 4 ASP�,A�r - PA�rC7NG LAKE / WATER a /,'__- / TANK q CHEMICAL !;EVE? TOR -- I STORAGE Q BUILDING ' TREATMENT PLANT GARAGE (D 1.1 _ - 140 M.'„ WATER _-- H4 TANK 1505 ,C�f�IRM�{J��d�' 1 � i I li';o�,'i///� i'.> . `,�` i %i;' ,` V'` - LAGOON MAIN BAY G4 '�';;'� \ `\,\�_—/60/ J/ i DREDGE r-� _ - / GRAS LIMITS OF WORK E6 CONNECTION , 'ter```' (WATER LEVEL VARIES) ` I ' "�`� __-. --' 15r SID SETBACK POINT jj3 i 1 ti'� �-- �.—'WLa _ HEADWALL ,a+`^•+>' I ----____ ,' ! 'r;�liii F4 t`� ` 56 ! \ '=- _=/ J"j iif' /LE ES h /. �' --- FLOW VEL �G 1�----^ / 151.50^, CONTROL - w - NSTR DRIVING AREAS TO BE STRUCTURE#I `� \ 'i\``` �\ . ' % CONSTRUCTED AS A CRUSHED STONE SURFACE OVER A WOVEN GEOSYNTHETIC F2 =.-.v --- STONE BERM _+1 :Off ��� r �� / L2C E4 / DREDGE DREDGE / \, /% _ I •S / J FILL LOW AREA AND UNIFORMLY CONNECTION "\ C], 7 `j GRADE BETWEEN SPOT ELEVATIONS IN. Jr CONNECTION POINT /2 15 �� /q POINT /1. D4 / 0.E I ; 2`E LAGOON EAST BAY ' /y��/ Et EXISTING GRAVEL SURFACED ROAOWA � � y i � INTERIOR OF FREEZE/THAW/DRY BED (NO IMPROVEMENTS UNDER W�:�-'"`� , ,�=%' STONE BERM \�� \ / �� /! t51.Od+ SAND MEDIA SURFACE EL 146.50. THIS CONTRACT) I �_ J`ir \ 0\\ \ - / SUBGRADE ELEVATION VARIES. SEE /-81 D2 FILL EDGE'. STRUCTURAL SHEETS. 85 \ OF EXISTING 01- 66 1 '*� �' LAGOON Ni /so 40 t 50 90 cacooN sourrl ear EL \ / 1 (WATER LEVEL VARIES) B4 i _ _-_-` �•\ \•.,4 Ot B7 / 15� SIDE SETBACK RG _ ` A6S REMOVE EXISTING / / e ' \ /� ^ V5 A5 CONCRETE PIERS _? r } .yw `�° L �A { .,�5 ,ix � LOCH O% SQLSG ti' . (Ady � AiN po CONTROL BUILQING / L \ x A7FR �sq 41 FLOW/LEVEL {� A4 s Y?: CONTROL / x nA/+ ryr \ STRUCTURE {2 J l3' �0 yr� ,; ,;� FREEZE/THAW/DRY BED ,.� J �n° CONCRETE PERIMETER WALL _ -- --- BOTTOM OF FOOTING 141.50. 50. ' / �•�.... rr."'`:. •"< <• . Is8"5'r r '� _ Tao — TOP OF WALL EL 151.00. 146 I l` ;� __, � / __ � I '" _ _ ✓^<i"#��Mrr Q L4i r i I /� ©p /'' _ - WOODS +! _ UNDERDRAIN' lys �' 4 "i IS �� • ' I ' i ! /' _ 7 FREEZE/THAW/DRY BED2 PUMP -,STATION T4[ -�' ,1'r o 01 Bs HEADWALL --- �7q?a",'s, 275'x50' SEE DETAIL SHEET C-12 MI \ _ 01 B _ _ t ' FREEZE/THAW/DRY BED #1 ' ,DILL AND RE-¢RADE,13 -AREAS TO BE COIVSERVA77ONAND OPEI'J ,�'PA � . q6 - " -� ILL AS A' G AVEL FI�� LEGEND: ZONING DIS7Rj¢T 100' OF$- T OAf p SUBLIdASE FQR S7ABiL`Ty WITH CENMWNE O� POTASH Bl � ' I LOAM " SfyED OR -0 NSE GRADED " I STONE FlNI$ PFD SURFACE 0 LAND BORINGS �\\•--� worms (01 PREFlX INDICATES EM( F%� BORING TAKEN IN 2001) /ROVE EXISTING BE /MATCH EXISTING WATER BORINGS -- - - 'to -- _ I SURROUNDING GRADES f APPROXIMATE LOCATION _ --RAY BALE/SILT BAI SEE DETAIL r 1 %ghe&Bond Consulting Engineers Main Office: Westfield, Massachusetts Branch Offices: Bellows Falls, Vermont Norwalk, Connecticut Worcester, Massachusetts www.tighebond.com '`a\E OF+flLy� Ga�.y R. PgRo'Dl\ O N'"C/3TE0. O Champlain Water District Chittenden County, Vermont Contract No. 57 Residuals Management Facilities at the Peter L. Jacob Water Treatment Facility South Burlington, Vermont S12440 =1LE 100%DRAWINGSICNILV )RAWN BV: TMFyd. :NECKED: JNM, OHD I,PPROVED BY: MRP, DEP SITE GRADING AND EROSION CONTROL PLAN KALE: 1" = 40• C-3 SHEET 5 OF 43 Location Map Scale: None PARCEL SIZE. 11.44 ACRES (498,330 SQUARE FEET) Existing structures: Water Treatment Plant foot print: 15,150 square feet Chemical Storage Building foot print: 2,200 square feet Garage foot print: 3,500 square feet Water Tanks foot print: 7,775 square feet Proposed New Structures: Freeze —Dry Beds foot print: 24,000 square feet Control Building foot print: 235 square feet TOTAL Structures Existing and New: 52,860 square feet Front Yard: 18,900 square feet PARKING SPACE SUMMARY CT Y PQRh GREEN MOUNTAIN _ 0 —0 POWER CORPORATION VOLUME 12, PAGE 545 TOTE` I ANrc Raw TREATMENT WATER / 7"'� PLANT STORAGE STORAGE G CHEMICAL ` � TANK GUILDING GARAGE �••-� r��l�-i"" .. LAGOON MAIN BAY LAGOON SOUTH BAY "\ APPROIIMATE LOCATION OF ^ NVJ1 -MAPPED WETLAND i FUTURY CON BUILDING r. Existing: 48 Area i (North side of treatment plant): 7 SOUTHLAND ENTERPRISES, INC. Area 2 (South side of treatment plant): 12 VOLUME 218, PAGE 479 Area 3 (West side of treatment plant): 16 + 1 Handicap Area 4 (maintenance garage): 12 New: 0 142 ., {I WATER y l TANK r -y LAGOON — l T A EAST BAY I' ---f ti oL v� r J g r� ! POTASH BRIJ, . SITE PLAN 0 2 4 GREEN MOUNTAIN POWER CORPORATION 4LE: 1 "=50' 0' 40' 100' 180' 20' 60' 140' DATE: Feb. 2002 DESIGNED BY: --- DRAWN BY: PGT CHECKED BY: RAP & APPROVED BY: RAP FILE NAME: ----- SHEET 1 OF 1 DRAWING No. CHA,WPLAW WATER D]STRA SUUtA Nur/„�ro,a V'I' lAFe(J,Y hbr: 1N/9N 40 T 400 Dedicated to Quality Watcr and _%,n ice SCALE: SiONN REVISIONS HATE BY F/ THE HUMANE SOCIETY OF CHITTENDEN COUNTY CHAMPLAIN WATER DISTRICT PETER L. JACOB WATER TREATMENT PLANT CONTRACT 57 RESIDUALS MANAGEMENT FACILITY S I T E P LAN L E TT E F2 O F C R E D I T AG R E E ME NT THIS AGREEMENT, executed in triplicate between Champlain Water -District , of So. Burlington, VT , hereinafter referred to as "DEVELOPER", Chittenden Bank of R„rl;,,gt-nn yr , hereinafter referred to as ""Bank", and City of So. Biarlin ton hereinafter referred to as "MUNICIPALITY". W I T N E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of prcper-y located at 40.3 Queen City Park Road , as depecited on a site plan entitled "C57-Residuals Mgmt Facility it dated _Fahruary 2002 and prepared by Champlain Water District WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction 38 depicted and in accordance with the specifications set forth in said site plan and related documents: Landscaping Plantings 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than June 30. 2003 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof.. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty, ( 30 ) days prior to the date of expiration of said Letter of Credit shall constitute a default of th-- terms cf this Agreement 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6_ The DEVELOPER and MUNICIPALITY hereby agree that the sum Of FiftPPn Thousand dollars ($ 15.000.00 ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. f'� 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a C^rtic^ of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of thiv P. gre.ezment or the Issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 14 This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. N -3 Date at Vertu ont, thisk day of IN TH7 PRESENCE OF: By. /u--1­y-Xdthori7AdAgent tl (DEVEL ER) Dqbed at j IN PRESENCE OF: �a By: r j Duly Authorize Agent j� (BANK) Dated at S ,f (�'`►�'`� , Vermont, this day of aoo a - IN P SENCE OF: By-, ram, Duly Authorized Agent (MUNICIPALITY) Vermont, this day of 4 06/04/21,302 12:36 6028640435 Fla 602 6601P - CHAMPLAIN WATER DIST pAf--F- 10,11 /02 f,'HIMN'DE.N BANK 2002 4 cf St;iuth Burlington A0 uth BuOington, VT 05403 Post-ItO Fax Note 7671 Data a -4t"0 5'0- rG '1274 From Co./Dept. Phone # Phone # -Fax tV7- F" IZZ'e'�6cabia Standby Letter of Credit 410018 ,'Watera. Z'strict x�eer.City Park Road Burlington, VT 05403 .1 'eaf zereticiary: 71c I , hereby establiah our irrevocable Standby Letter of Credit #16018 in favor of City of South Burlington for the a=ount of Champlain Water District, sup to an aggregate arK-),jnt 0 0 0. 0of 'j f .11 aVailable by your draft or drafts on us at sight accompanic!�d by; 7 the original Letter of Credit and all amzndment�;, if 1, written statement stwied by an authorized officer of City of South Burlington t�.at these funds are due you un6or the �ermc of your agreement with Cha=lain Water Di=txzct, accoi-ilpanied by current secretary certificate or resolution from-ity of S'c').ath Burlington that the officer is authorized to sign on bcl of city of South Burlington. -roux' &.1tand represents a partial drawing her -a -under, we will lmLndorse tke original credit and return same to you for possible WA rl firms. If, however, your demand rapreaent5 a full ,.'.'r if such drawing is preloeixted on the day of the evant v";Xpiratior- date hereof, we will hold the original. for cur fuss :and remove same from circulation. All draftai must he marked under Letter of Credit #20028, IWO Ru+naWn square -P.O. Rog; 20 fJlMR Mamber FDIC 06/04/2002 12:36 8028640435 CHAMPLAIN WATER DIET CRITIENDLN' BANK PAGE El 2 / 0 2 Qh 003 A / - ena-age VO-th you that all drafts draw3lL under and in comP7 lance -th the terms and conditionis of this credit will be duly honored of documents as Specified if presented at thin office or: or befare 4/9/Q5. Except 80 far as otherwise expressly stated, this credit is rjact to, the t'tjw,!fo= Customs and practice for rcz;ulnen r- '199-3 Revision) , Triternatioxial Chamber of commerce �4 # 5 0 0. It Debra E. cress 77-,ce President AVO, 5011n8kin squiva. Rc)30X 420 - Bur irZW,WMW, - ()-�,02-0520 - iPNrR Xlem bar FD11C I 11 LETTER OF CREDIT CANCELLATION AGREEMENT WHEREAS, Chittenden Trust Company d/b/a Chittenden Bank (hereafter "Bank") has issued its Irrevocable Letter of Credit No. 10018, dated April 19, 2002 and subsequent amendments, to City of South Burlington, at the request of Champlain Water District, for an aggregate amount up to $15,000.00 (which Letter of Credit is hereafter the "Letter"); and WHEREAS, the Parties have agreed to the cancellation of the Letter, NOW THEREFORE, in consideration of the mutual agreements of the Parties, the Parties agree that, effective as of the date of the execution of this Agreement, the Letter shall be cancelled, that no draws may be made hereunder, and that the Letter shall be null and void. Kittenden Tr t Company Champlai Water District By: - 11 zxt- City of South Bur 'ngt By: Dated: (C /10 / bZ THIS AGREEMENT, executed in triplicate between The Champlain Water District of South Burlington, Vermont hereinafter referred to as "DEVELOPER", The Chittenden Bank Of Burlington, Vermont hereinafter referred to as ""Bank", and The City of south Burlington hereinafter referred to as "MUNICIPALITY". W I T N E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of property located at 403 Queen City Park Road, So. Burl., VT , as depecited on a site plan entitled "Proposed Landscaping Imp.at the RWPS" . dated July 9, 1998 , and . prepared by The Champlain Water District WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: The planting of Landscaping at the Raw Water Pump Station, in accordance with the plan entitled "Champlain Water District Site Plan for Proposed Landscape Improvements at the RWPS", dated July 9, 1998. 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than June 1999 3. DEVELOPER shall replace or repair any defective or improper work or materials which may recognized within one year after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms Of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK. of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum Of Thirty Six Thousand Five HundrepS 36,500.00 ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. -1 f 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 14 This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. 3 s ated at ,� �' Vermont, this day of 199 By: 6% Duly A horized Agent (DEVELOPER) ated at /' LAN XA; IN RESENCE OF: By, Duly Authorized Agent (BANK) Date at 3b, tl,AL /� , Vermont, this day of �T"4 Z- `i 199 IN P�SE CE • `ykk A - By: Duly Authorized Agent (MUNICIPALITY) Vermont, this day of 4 ?J / / %-O!'A July 29, 1998 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Irrevocable Standby Letter of Credit #10511 Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 Dear Beneficiary: We hereby establish our Irrevocable Standby Letter of Credit #10511 in favor of City of South Burlington for the account of Champlain Water District up to an aggregate amount of $36,500.00 available by your draft or drafts on us at sight accompanied by: 1.) the original Letter of Credit and all amendments, if any, 2.) a written statement signed by an authorized officer of City of South Burlington that these funds are due you under the terms of your agreement with Champlain Water District, accompanied by 3.) a current secretary certificate or resolution from City of South Burlington that the officer is authorized to sign on behalf of City of South Burlington. If your demand represents a partial drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If, however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. All drafts must be marked under Letter of Credit #10511. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before July 28, 2001. Two Burlington Square • P. O. Box 820 • Burlington, Vermont • 05402-0820 • 802-658-4000 Except so far as otherwise expressly stated, this credit is subject to the "Uniform Customs and Practice for Documentary Credits (1993 Revision), International Chamber of Commerce Publication #500." Very truly yours, Debra E. Cross Vice President Two Burlington Square • P. O. Box 820 • Burlington, Vermont • 05402-0820 • 802-658-4000 March 11, 1998 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Att: Raymond Belaire Re: Irrevocable Standby Letter of Credit #10503 Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 Dear Beneficiary: We hereby establish our Irrevocable Standby Letter of Credit #10503 in favor of City of South Burlington for the account of Champlain Water District up to an aggregate amount of $6,540.00 available by your draft or drafts on us at sight accompanied by: 1.) the original Letter of Credit and all amendments, if any, 2.) a written statement signed by an authorized officer of City of South Burlington that these funds are due you under the terms of your agreement with Champlain Water District, accompanied by 3.) a current secretary certificate or resolution from City of South Burlington that the officer is authorized to sign on behalf of City of South Burlington. If your demand represents a partial drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If, however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. All drafts must be marked under Letter of Credit #10503. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before June 30, 2001. Two Burlington Square • P. O. Box 820 . Burlington, Vermont •05402-0820 • 802-658-4000 Except so far as otherwise expressly stated, this credit is subject to the "Uniform Customs and Practice for Documentary Credits (1993 Revision), International Chamber of Commerce Publication #500." Very truly yours, Debra E. Cross Vice President Two Burlington Square . P. O. Box 820 . Burlington, Vermont . 05402-0820 . 802-658-4000 S = TE P LAN L E TT E R O F C RED = T AGREEMENT TIUS AGREEMENT,' execut d Ln triplicate ween ,�r<<-�-L /Zxz 1 of zc L j w �v ���' 7 her ina ter re erred . to, -as "DEVELOPER", Of se1'e�`i✓3"17�"� LIB hereinafter referred to as ""Bank", and •f -7_z , .c � aj 6�,l hereinafter referred to as "MUNICIPALITY". W I T N E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planningq Conamissijo for the development of property located at as depecited on a site ]an entitled ' C - ", dated and . prepared by ,w �S7t�ic7`- WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: A11C1 aV', 4V/1" 771IL/ 1j,L/ 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than 1 /? j�-- 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. They DE ELOP'E����and MUNICIPALITY hereby agree that the sum of J;k 7*'-t � �� �F'�:y �f 'Sj � "` ' ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 2; 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 14 This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. 3 Dated at�1-� , Vermont, this day of f `i X-11 1 !-;r , 19 9 IN THE PRESENCE OF: By: r Duly Aut rized Agent (DEVELOPER) Dated at ',.�rl�piG-� , Vermont, this day of 44.9 n , 19 . IN SENC OF: r —�iYl ct A By • A�iL.aL/Y Kx � { � _J Duly Authorized Agent /l (BANK) Dated at Vermont, this day of 199 P; IN PRE OF: By: Duly Authorized Agent (MUNICIPALITY) 4 +L ` State of Vermont ' /rP40 WATER SUPPLY & WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1167-2 PIN: EJ96-0094 Landowner: Champlain Water District Address: 403 Queen City Park Road South Burlington, VT 05403 This project, consisting of constructing an addition to the building referenced in Water Supply and Wastewater Disposal Permit #WW-4-1167-1 to house "Filter No. 8" and for a new "Bulkhead" with no changes to the number of employees, served by municipal water and wastewater services, located off Queen City Park Road in the city of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250 case number 300033 & amendments. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Job No. 200304, Sheet 3 of 23 "Site Plan" dated 5-18-01 prepared by Weston & Sampson Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. r " Water Supply & Wastewater Disposal Permit W W-4-1167-2 Champlain Water District Page 2 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 7. All conditions set forth in Water Supply & Wastewater Disposal Permit #WW-4-1167-1 shall remain in effect except as modified or amended herein. Dated at Essex Junction, Vermont this June 29, 2001. Canute E. Dalmasse, Commissioner Department of Environmental Conservation By Ernest P. Christianson Regional Engineer For the Record South Burlington Planning Commission & Select Board Weston & Sampson Engineers, Inc. Act 250 coordinator-300033 & amendments Water Supply Division Department of Labor & Industry I �.� State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation June 7, 2001 Champlain Water District 403 Queen City Park Road South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office 111 Nest Street Essex Junction, VT 05452 (802)879-5656 Subject: WW-4-1167-2 -- Addition to building for filter plant , no increase in water or sewer located on Queen City Park Road in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check #0 on May 25, 2001, which begins the 30 day in-house performance standards for our review. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office at (802) 879-5656. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with town officials about any necessary town permits. PLEASE SUBMIT A SECOND SET OF PLANS AND FILL OUT OUR MOST RECENT APPLICATION WHICH IS ENCLOSED AND RETURN TO THIS OFFICE. Sincerely, Ernestine Chevrier Program Services Clerk City of South Burlington Planning Commission Weston & Sampson Engineers, Inc. CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service February 23, 2001 Ms. Juli Beth Hoover Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 %kqg 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802)864-0435 Re: CWD Contract #74 — Water Treatment Plant Expansion — Filter 8 CIA .r�,.,W i_A A?..:�. V a� ,�. � �' .$�' >cRr 4'�L ••�' m� k..'"�s �i4' k C t, i„' Dear Ms. Hoover: The Champlain Water District completed a filter plant addition in June of 1999 that included two new filters (#6 and #7) and provisions for future filter #8, which we expected would be required around year 2004 to meet projected increases in demand. Instead, we find that filter #8 is necessary today, three years early, for water quality reasons, rather than demand increase. The additional 350 square feet of filtration area provided by this new filter will allow the District to weather seasonal high turbidity events in our lake source, such as spring runoff and heavy rainstorms. Having reserve filtration area allows the plant operator to slow his filter rates and reduce filter backwash frequency, while maintaining the high quality of finished water that has become our trademark, without reducing production rates that could compromise our ability to meet everyday demands. CWD requests an administrative review of the proposed project, in hopes that it may be considered a minor improvement under the blanket of the previously permitted project. Several attachments are included for your review purposes: • A marked -up "Lot Map" for the CWD site • A copy of the architectural elevation drawing for the building addition 0 An Application for Site Plan Review for the proposed project The building addition footprint is approximately 17 x 41 feet, or 697 square feet. The brick exterior will match the existing building in color and architectural style. The addition is located at the rear of the CWD plant site on Queen City Park Road in South Burlington, and will be practically indiscernible from the street. The maximum height of the new building, from grade is approximately 20 feet. The new building exterior, when completed, will appear very much like the existing building exterior, including surfaces, windows, and elevations. One existing exterior light will be relocated; no other new exterior lighting is anticipated. There will be no new rest rooms or offices; no additional sanitary wastes will be generated; no additional stormwater runoff will be generated. No additions to staff will be required, and no additional vehicular trips will be generated. A site visit is suggested to help visualize the proposed addition. No changes are proposed to parking, curb cuts, dumpsters or bike rack. The estimated value of landscaping for this $550,000 project is $13,000. CWD requests that the landscaping requirement be waived for the plant site, and instead, an equal value of landscaping be applied to our Contract 70, presently under construction. Plantings would be provided at agreed upon locations in Red Rocks Park, and along CWD's "VELCO" easement, along the alignment of our nearly completed primary power system and 30" raw water transmission main. Please contact me with questions or to arrange a site visit. Very Truly Yours, CHAMPLAIN WATER DISTRICT ��- Richard A. Pratt Chief Engineer / Assistant General Manager CffY OF SOUTH BURLINGTON APPLICA` iOH FOR SITE FLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) AIA7" O1li1216- 6Z:�4- 74-5-1;t X= v?o4-1 3s 40c3 E,Kr-/r�c/ Cir ti t�i3/2y 111� 7-l� �S� 13Li2 L/�Gr� , l/T D�SQb �' 2) APPLICANT (Name, mailing address, phone and fax #) /f/}rvlVZ -3/<i !/4TYiL 3) CONTACT PERSON (Name, mailing address, phone and fax #) 4) PROJECT STREET ADCRESS�f C/r�e /0i7il2Dky�o 6) TAX MAP NUMBER (can be obtained at Assessor's Office) 444-f' 6 jr - l--)1-2 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) q02/U�✓u� t 0 .�CfFT. Ci�F�i<Cc fTUl1G,E l3u/�Q /uG /•O 441/4ez4c/G�Gc<,j �S�b/1�F!rFL /J•c.o /.O �1/L1 /�i Gr�,000�.CfJ a� .�.� (��� h��,E,!i J;z�<1�aG-.� b) Rropdsed Uses an properly (include description all si e o each new use an existing uses to remain) wjA6ZI /L,s-Wy < -- %Wd"c/1i rG�•t/ /J ly/z * 700 -;Q.�'r .OLrac/i /�LllJir/ctc/ 70 <ucit�4J:E.v.OG/rx l•s M��/c.'Y/ r���COCid 0.0s/ c) "lotai bun dung square footage on proper (proposed buildings and existing buildings to remain) IZ «o .s6 .FT M41,v 1,-exr/�l-t'ti9r=�<� f'< <r- zz«o -ro.,r : C,t�r. Ica �r 4441g r 6•a/z'y-gr�0 / A.--r 'wi Z-4 /4,iG 12,&1 d) Heoght of building & number of floors (proposed buildings and xisting buildings to remain, specify if basement and mezzanine) 4feyu aui�o<uc- - /z lroiz � w�src-oc iYAW .04140<.C<G -- ZDL .fi?J.Qr.�.0 c'/{r,&i. J"z ,-g ODA srrr� e< , .cr s&/ 1-244ell- "o /Tray - /L' r,rme y e) Number of reshdentW units (if applicable, new units and existing units to rdi ri`f /4-1 �2�JDG y f) Number of simpioyees (existing and proposed): Z`y X/o <<�r✓,�1�,� ��� Tzj 1 T/fif P/lo J.�cT J S) Other (list any other information pertinent to this application not specifically requested above): GIVr r T/3/I/' T/f� A144Y PG/�u� Olin TO /7r10 L/zLI34-5- 6 PiZOCEE J 14i164 .d,EGOk/ 512.40-C 7) L07 COVERAGE a) SuHdIng. Existing 4 _3�1- % Proposed 4• sj % b) Ovarafl (building, parking, outside storage, etc) Existing /y'.79L % Proposed /14 j_,_ % c) Ffont yard (along each street) Existing lf, S % Proposed 4 . S % ) COS7 ESTMATES ) Building. cx.� ) Landscaping: $ A/11d- c) Otheir site i prcvar ue;nts (please ik3t with cost): r(!O.(/F_ 9) E37MATEi, TRA FIC a) A erage aiiwy raffac �f�r . Lire gToperhj (in and out): 6�440W y, . , Gv 7/1/,Ezl b) .AAW Peak hour (in and out): 0,5- c) P.M. Peak hour for entire propel (Ire and oast): Z,- 7-,e/,,er 10) PEAK K iHCU S OF OPERATION- -7 = C>_-:> I" — 11) PEAK DAYS OF OPERATPOM Aioxwray rllwei /-/Z/D4 y 1) ESTIMATED PROJECT COMPLET50M DATE: Ea /. ZcZ� / `I 3) SiTE PLAN AND FEE A site plan shall be s submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application tee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). J-17 f 44x rY L4a aC 4(j04U I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. IZiUmiza /1. Pit#rr, cwD 0414E SIGNATURL OF APPLICANT z -d.3 -o / SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: a Development Review Board � Director, Planning & Zoning I have reviewed this site plan application and find it to be: Complete Incomplete JL4' d6ffc Mvt't- rector of Planning & Zoning or Designee Date (Apfrmsp) NOTICE OF REQUEST FOR ADMINISTRATIVE REVIEW SITE PLAN APPLICATION #SP-01-14 March 23, 2001 Champlain Water District Filter Housing Addition Owner of Record: Champlain Water District 403 Queen City Park Road Administrative review of a site plan application has been requested by the above property owner for the following action: Construct a 700 square foot addition to the rear of the existing Champlain Water District water treatment plant to house an additional water filtration unit. The Director of Planning & Zoning will process this application in accordance with Section 26.10 of the South Burlington Zoning Ordinance. A report on the action taken on this application will be presented at the next Development Review Board meeting following a decision on this application. Any interested party may appeal a decision of the Director of Planning & Zoning within 15 days of the date the Director's action is reported to the Development Review Board. Notice of an appeal shall comply with the provisions of 24 VSA Section 4465. The Development Review Board shall review an appeal in r,rnr-Prit jrPc nnnlicable to site plan review. Date Di5ector of Planning & Zoning I --j PINE STREET EXISTING SLOPE EASEMENT 10' x 350' I I METER PAVED I VAULT PARKING; 4 5 ® 3 I 1 ®2 I �1 LJ LJ I WATER 0 0 TREATMENT PRIVATE O z ( PLANT DRIVE pQ m �MEHES VAULT 0 z z O ' Y 1V i Q z�, " a o ° 0 CL PAVED z } DRIVE -1 , ~ M °D PRIVATE e DRIVE $ M PAVED PARKING U I U) s+ 0 PRIVATE $ DRIVE j o ' o' " 0 FILTERED °- I 0 WATER zz, TANK 0. 0 , PROPOSED SLOPE EASEMENT —L. N 17 42' 00' E 350.00' — LTERS I I J I GARAGE I PAVED PARKING CHEMICAL STORAGE BUILDING I NEW PARKING CONTRACT 67 : WATER TREATMENT PLANT EXPANSION GREEN MOUNTA N POWER FILTERED WATER _ - -- TAN K I Li Of 1 o l Lu CY l I LLI I . o EXISTING SETTLING LAGOON Z - z3 - U/ I of Q Ti1/,f :T/T, Ea i 1 � �`i��i�' Of= C<✓fir✓ /41�� - l�yJ�'' ' f i T/filr 6✓ry t'LI)4/ Tv Cv /s: 126 G Tiff✓ NEW PARKING _J. RAW WATER 0�0 TANK _ NEW DRIVE w , METER �, O EMH ❑ VAULT SCALE: 1 " = 60' 0' 30' 60' 120' 15' 45' NEW GARAGE 0 �LIMITS OF ABANDONED QUARRY / NEW PIPE YARD NEW PARKING 5 49' 30� I j 0 �r / —g51.51' �— ----- PARCEL SIZE 7.64 Ac. s zr s4• so- W 1 400Do• BUILDING FOOTPRINT 14,450 sq. ft. NEW GARAGE FOOTPRINT : 3,500 sq. ft. FRONT YARD 15,000 sq. ft. Disclaimer: GREEN MOUNTAIN POWER This drawing is a representation only, and is not a replacement for surveyed information. LOT i FLAN i DESIGNED BY: -- DATE_ .UNE. 1991, DRAWN BY: SGN SCALE: I" — 60' CHECKED BY: RAP DRATMG No- ROVED----- NdME: SHEET I OF 2 State of Vermont - u Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1.800.253-0191 TDD>Voioe 1.800-253-0195 Voice>TDD Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 AGENCY OF NATURAL RESOURCES Department or Environmental Conservation WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 Fax 802-241-3287 TEL 802-241-3770 March 27, 2002 RE: Champlain Water District, South Burlington, Wetlands Project #2002-039 Dear Richard: I have received your application for a Conditional Use Determination for the above referenced project. Based on my review, I find the application is complete. The determination of completeness is not to be viewed as an approval of the proposed project or a concurrence with your assessment. You should proceed with the distribution requirements as specified in Section 8.2 of the Vermont Wetland Rules and item #18 of the application form. Please notify me in writing once these distribution requirements have been satisfied so that I can initiate the mandatory 15-day public notice period. Please call me at 241-1418 you have any questions. cwdcudcomplete.wpd Sincerely, U April J. Moulaert, PWS District Wetlands Ecologist Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service March 28, 2002 Southland Enterprises, Inc. P.O. Box 1000 Portland, ME 04104 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802)864-0435 Re: CWD Contract #57 — Residuals Management Facility at CWD Water Treatment Plant To Whom It May Concern: The Champlain Water District is planning to construct a residuals management facility adjacent to a protected wetland. Your property may in part also fall within, or lie adjacent to this wetland or the wetland buffer zone. The Vermont Wetlands Office requires that CWD send the attached information to your attention, as an adjacent property owner: • Project Location Map • Project Description • Project Wetlands Summary Complete copies of the Vermont Wetlands Rules "Conditional Use Determination Application" package have been delivered to: VT ANR / DEC Water Quality Division 103 South Main Street Building 10 North Waterbury, VT 05671-0408 City of South Burlington Planning & Zoning City of South Burlington — City Clerk's Office 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission P.O. Box 108 Essex Junction, VT 05453 Please contact me with questions. Very Truly Yours, CHAMPLAIN WATER DISTRICT ( i,�, � "4- Richard A. Pratt Chief Engineer / Assistant General Manager April J. Moulaert, PWS District Wetlands Ecologist Attn: Stephanie A. Smith Associate Planner Jim Tolley Interim Executive Director CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service March 28, 2002 Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446-6611 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 Re: CWD Contract #57 — Residuals Management Facility at CWD Water Treatment Plant To Whom It May Concern: The Champlain Water District is planning to construct a residuals management facility adjacent to a protected wetland. Your property may in part also fall within, or lie adjacent to this wetland or the wetland buffer zone. The Vermont Wetlands Office requires that CWD send the attached information to your attention, as an adjacent property owner: • Project Location Map • Project Description • Project Wetlands Summary Complete copies of the Vermont Wetlands Rules "Conditional Use Determination Application" package have been delivered to: VT ANR / DEC Water Quality Division 103 South Main Street Building 10 North Waterbury, VT 05671-0408 City of South Burlington Planning & Zoning City of South Burlington — City Clerk's Office 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission P.O. Box 108 Essex Junction, VT 05453 Please contact me with questions. Very Truly Yours, CHAMPLAIN WATER DISTRICT Richard A. Pratt Chief Engineer / Assistant General Manager April J. Moulaert, PWS District Wetlands Ecologist Attn: Stephanie A. Smith Associate Planner Jim Tolley Interim Executive Director CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802)864-0435 March 28, 2002 The Humane Society of Chittenden County 142 Kindness Court South Burlington, VT 05403 Re: CWD Contract #57 — Residuals Management Facility at CWD Water Treatment Plant To Whom It May Concern: The Champlain Water District is planning to construct a residuals management facility adjacent to a protected wetland. Your property may in part also fall within, or lie adjacent to this wetland or the wetland buffer zone. The Vermont Wetlands Office requires that CWD send the attached information to your attention, as an adjacent property owner: • Project Location Map • Project Description • Project Wetlands Summary Complete copies of the Vermont Wetlands Rules "Conditional Use Determination Application" package have been delivered to. - VT ANR / DEC Water Quality Division 103 South Main Street Building 10 North Waterbury, VT 05671-0408 City of South Burlington Planning & Zoning City of South Burlington — City Clerk's Office 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission P.O. Box 108 Essex Junction, VT 05453 Please contact me with questions. Very Truly Yours, CHAMPLAIN WATER DISTRICT I 6�u A pv�r Richard A. Pratt Chief Engineer / Assistant General Manager April J. Moulaert, PWS District Wetlands Ecologist Attn: Stephanie A. Smith Associate Planner Jim Tolley Interim Executive Director 4--J 0O V ro a-' � rY E to L Q) L � ra (aa_.�O � U -I- J m ra E m E C ro�"M 4-J U cn ,;I- CHAMPLAIN WATER DISTRICT CONTRACT 57 RESIDUALS MANAGEMENT FACILITIES January, 2002 ADJOINING LANDOWNERS Southland Enterprises, Inc. P.O. Box 1000 (Hannaford Bros. Co.) Portland, ME 04104 Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446-6611 The Humane Society of Chittenden County 142 Kindness Court South Burlington, VT 05403 Joseph and Marion Lendway P.O. Box 356 (364 and 378 Queen City Park Road) Johnson, VT. 05656 Alan Thompson and Wendy Smith 388 Queen City Park Road (388 Queen City Park Road) Burlington, VT 05401 Ralph and Jean Ruth Barrett 12 Sunset Court (396 Queen City Park Road) Shelburne, VT 05482 GREEN MOUNTAIN 7 PLOWER January 16, 2002 This agreement is entered into by and between Green Mountain Power Corporation (GMP), a Vermont Corporation with its principal place of business in Colchester, in the County of Chittenden and in the State of Vermont, Grantor, and the Champlain Water District (CWD) a Vermont municipal corporation with its principal place of business in South Burlington, in the County of Chittenden and the State of Vermont, Grantee. GMP free!, grants CWD a temporary construction easement starting April 1, 2002 and ending June 30, 2003 to travel over, and utilize the lands described as follows, for construction of CWD's adjacent Filter and Clarifier Backwash Treatment Facility: Being a parcel of land containing 2.4-acres, more or less, and being depicted as parcel no. 1, "Exchange Parcel to Green Mountain Power Corporation, 2.4-Acres" on a map entitled "Subdivision, Reconfiguration and Exchange of Parcels Between the Champlain Water District, The Humane Society of Chittenden County and Green Mountain Power Corporation, Queen City Park Road, South Burlington" dated October 28, 1999, last revised January 11, 2000, and recorded at Map Book 450, Page 86 of the Land Records of the City of South Burlington (the "Plat"). CWD will return said lands to preexisting conditions that will readily allow GMP to construct a future electrical substation on this parcel. CWD agrees that no hazardous material will be stored onsite and CWD indemnifies and holds GMP harmless against any and all claims, or other forms of liability that may arise out of CWD's temporary use of this GMP parcel. Understood and Agreed To. GRE )MOUNTA,�N POWER CORPORATION by Donald Lorra e, Manager, Business Development Green Mountain Power Cor"ra-don 1653 racers Larne Co,ches,er Vermont 05446-6611 P(3.2", a ;,?? www.gmpvt.ccm .. LAW OFFICES OF . KOLVOORD. dvciimN & WILSON• Pa THREE MAIN STREET. &aFEX'JUNCTIGN, VERMONT 09462 - 3 109. . TELEPHONE: reO.1 979.334® _ FAX! (802) 979-0904 E-MAIL: Kow1.AwlOIeAffrHUr4R.r4ET , ALAN 0. OVERTON Ov CiP4hOt� GArGO H. WILSON PHIUP A. KOLVOORD DANIEL L. OVERTON .. PARK.EtkAL 9TAei HERBERT J. DOWNING .. LoU8E W WILLIAM 3- SMTTH III . CAROL N. ANGUS January 30, 2002 FAX to: Dick Pratt, CWD 864-0435. --1-- page(s), total PRIVACY AND CONFIDENTIALITY ,NOTICE NOTE: This transmission contnins privileged and confidential information intended nnly for the addeessee named below. Any use, dimeminatiou, or dLenibution by any person or entity other than the. addressee is strictly prohibited. If you have received this a ntmouicetion io error, plense notify us immedlotely by telepbone (902) 878-3346 (enllect) sod return the oiighlal transmission to us ut the above Itddr4m. re: deed recording info ---Queen City Park Road Dear Dick: The deed infonnation is as follotivs L. Quitclaim Deed from The Howard Center for Human Services, Inc. to Champlain Water District and The Humane Society of Chittenden County,'Inc.,.dated 8/31/99 and recorded at Book 461, Pages 504-506 South Burlington; plus 2, Quitclaim Deed from The Human Society of Chittenden County Tnc to Champlz n W -- District, dated 8/30/00 and .recorded pit Book 483, Pages. 596-598 South Burlington, plas 3, Quitclaim Deed from Green Mountain Power Corporation. to Champlain Water District, dated 7/18/01 and recorded at Book 51%Pages' 19720 South Burlington; minus 4. Warranty Deed from Champlain Water District to Green'Mountain Power Corporation, dated 7/25/01 and recorded at Book 515, Pages.21.--24 South Burlington. I wi11 have pies of all these set to you_ W liam . Smith IXT, Est. - T00 T9 T 'ON 92POP98Z08 F Od NOS1I M 2 NO1d3nO , Ij oon1cA ES : LT ,, Chxen Ci."y @j ,, PonF Rood o • � SuOjeet Pavice/ �� � J . \ 1/75 L OOT/O// IWXP Green Mountain Power Corporation yo/ume 12, Page 545 APPLICANTS Creep .Noun/01,7 Power Carpororion 75J Acorn Lane, Colchester, kr 05446 Champlain NO/er Oislr/c 1 -40J Oueen Ciy Park Rood, South Bur/inglon, W 0540J The Humone Society of Chiffenden Count' 00ee17 Ci/y Park Rood Soul/; 9a,-Ahyron, W 0540J ZONING Commercial / Orslrrcf Conservolion & Open Space Oistncl Flood Plo/n District- see Nole 4 100 0 700 200 Scale 7 100 It Cif Slate of berm 199 Conneclar / c 'bw rt�a c ` �r'1r1 ,@\ roc � /�' ll �r `r •� �A ,H e x L EGE/VG 0 J/4" Oiaa iron pipe set � Co/cu/aced pain! $f IJ iron rod per Rober"stier" plot (WAR,) O 4' Sq. concrete monument found or previously set ® 1 1/4' 5ia. iron pipe found ® 4' Sq. C0170. monumen/ per Robenstien plat j" AR) Property line after subdivision and exchange — - - Propeiy line of adjoining parcel , , • , , , , , • , , , Existing property //ne /o be extinguished through exc/ronge or boundary agreement — Properly line to be exlinguished os existing and resulting adjoining CM9 and HSCC parcels merge pmpared Humane Soemy properly limo and sve'kv ,/ avaon Cily Par( Road - one half the naiorn• .I and R. o. Of i Wh 124.75f fmrr" the centerrM of the present ticwl/ad Noy of the mad - see hbte 9 j� P 6 20 68.9r •' l // ��>� �`� 9� '�'E' Q Cox OO(O - B` fo C' existing ponce/ of '°d'�S - ¢2ar°' 2eQse' Champlain `Voter Oisfircl, /nC. �� / excbony� /pofce/ /0 �,� �► 9 � '•\ c� `f°"' ern - 1a"r f vo/ume 104, Page J71 aY Green/ ounfain 1 7.5 Acres � orporofion /�u �•- o �/4 Acres 61/w. / fff o parse ,efts / 10 I/; and bnm5 a , 11.9T ' 1 e Attp°'8 exchange pore fo`h Chgmo%in 6Yo:'er Oslricf, fnc. y1 40 •,,_.,, 1 � d� dw" 4 r / a e."w, 1;: �e� x h tom. 0{05 0� l �° r p C q %f y P 50 existing parcel y�b� $ `� ��•f ��oo,y • �A�,� °r�-� oo� /The Humane Sociey, of Chiffenden Couf71 �'�' j ""'a� °��r � �0�� •� ee� �r� � �lfo% \� �• � ��,;�,. .`°� F° � l subdi�rsion ponce/ to I � \ 1. NOTES r Hevo a'v �•i�,fl.J �,ThHay, A 4 horizontal confro/ traverse .was conducted in 1996 ono' extended /n 1999 usir"g a /olo/ station one steel lope. Certain survey dolo shown hereon may vary from recorded data due fo differences m decl/not/on, or/entolior" or methods of measurement. 2. The proposed subdi✓isioa line ofong Potash Brook runs in and o%ng the cenledvine of the brook. J 'The wel/onds delineolion was conducled by A%tram O. Countryman in October of 1999 and mopped by Krebs. & Lansing Consu/fine Engineers (KtfL). f The Flood PlaiI7 District has not been ove)(ie because of /r"occarate base mopping of .fie location of Polosh Brook on the city zoning overlay map. The existing Humana Society bur/ding /s sited at on elevation of 200' while Potash Brook flows soul arNy fhmagh /he parcel /ram a%valial 148' to 1JJ. 5. The in/orrl"ofion shown hereon /s o compi/ohon of survey data col/ecled by Knight Consu/ling Engineers (westerly of Potash Brook) lied to survey results shown on P/al of Survey Podion of Baird Center Property - 7.4e ac " prepared by {Yorren A Robcnslien, GS. `doted ✓onuory JO, 1999 (easterly of Potash 8rooA)ond to brook and wel/ono's mopping by Krebs & Lansing in 1998-1999 boundary and fopogrophrc surreys for The Humane Society. 5. Tlie above re%fertced surveys by others hove disclosed bounoavy uncerfomlies with adjoining (ands of Honrtoford Brothers (iaath/and Enterpnses and ,NartinS Foods) and with the present locofion of Oueen City Pork Rood (the Oifles of South Burlington and Burlinglon) The affected portres should c/orify these uncertoinlies with bourtdory agreements or other approprio% legal ins/nrmenfs for the boundaries shown hereon to cantro/. 7. Lot 1 /s benefrffed by a JOr wide drainage easement across Lot 2 to Potash Brook. The easement /ocot/on shown is for i(/uslrolive purposes only and is not contra/ling. Xhe1" the droinoge structure /s built the e roct easement location will be determined, and this easement wi// be centered on said drainage SIMC&M. B. The property hies between adjoining ONO and HSCC ponce/s will be extinguished as !hose parcels merge. 9. Lot 2 is benefrtled by a 20' wide easement across Lot 1, as shown, far the f"i/ure CYYO no/are troi/ to educole ils consumers regoMing water- \. . S69'10�a'E• J 2&ar -4- of Chiffenden County aa� `fv A2 Acresdr �. fix'�7i\7o�r one a"o» ✓g, `Po, �M'"\Y,\\ 00/',(/n's 1000SOf Soulh 91J1Ang1017, /nC. !ro/ume 40e Page 119 Bearings are hosed on Magnet/c North 1999 Approved by Resolution of the Oeve(opment Review Board of the C/it' of South Burlington, Yermont on the _ day a/ subject to the requirements of sold conditions of soil Resoluton. Signed this_ day of by , Cho/rmon or C/erk South/and Enterprises; /nC. 1101ume 278, Page 479 S 17°�SO Re✓a on. nwoiYed note 7 and added note 9 - AKH - >/1r/00 Pei' MAR A+br Row"n• 00ved note B, Red ease., merged parcel labels' Nsce pares/ data, 011per OR© op'WvRW - AWv - 1/5/aa Recision.• modified rote 6 On& ossocioted robe/ re.• sidelme of a wen City Park Rd. - AMY - 12/2/99 ROWSAM: m drmd 1—te W on 0w0 & ANCC parcel lines• added ^&P drewhoge eosement lobe/ - AN,, - 11/30/99 Renir*v rr-odiried AF904 notes •f S 4* added note 7 CAOP dmmoge omernent & on- Rd label - AMV - I1/1B/99 This survey is based on an analysis of physic 1 evidence found on the ground and /rtformol/on obslrocled from deeds and other per- tinent records. This plot it consistent with Mle 27 11S.A Ctropler 17 Sections 1401 - 1406. Albert & Hal-r1s, V7 L.S. 584 Sl/bdi{-iS%O/7, Reconf/9ulotion 421 Excho'nge of Ponce/s between the Chorrlp%in : f/ater- District, 117C., The Humane Socie y of :hittenden Coup y and Green M0411MG117 Port✓er CorpoAation Queen City Po/* Root, South &Ir/ington taw. NO. 99341 ,- 12 0. KNIGHT CONSULTING ENGINEERS, INC. 0 n. ROX 29. M WSMN. Vi.. 05495 - Tf1.. 879--- I wvE 10 28/99 - .- • • • •• 1 S ..z •I a =160, i_ L EGENO I 'o Q JI-f Oio, iron pipe se! Q 3/4' Dro0 iron pipe se! omen C%y sayer\� 'Poo >,� Stale of lYermonf ® IJ iron sad per Robenslien plot (WAR.) O 4' S concrete monument found ar revrousl set � / 189 Connector q p y Dio. /ron pipe found 30• � �o� Q ■ 4' Sq concmonument per Robenslien 0/01 (W.AR.�) 8 9uDiact � / o "eer �• � � , Q "E - - Properly /rite a,,/er sabdivisron and exchange 20 S6151 N>s / A i� - worer trsolmenr Rbnr ti / *` proposr0 rtunrvte SocetY ProPertY /mr and q SA*hm or Owen ai e Pont Rood ons half . B» h.rron2. 3 rod Ro.w wMth f7475f Awn he L O C fl r / O N /la A P / wy �`ae�%/ ► z iAwe ev .w/e 670 ofem,! rroro/red .aY of 10, 56616597 /16/0l �P 9� am 'WW1h 68• O /�/ � �d � \ t � Cune Gb/o - 9' la C' G" A / Green/ AOZ11710in K chord leng/A =1ei1r' Po/retf Corporation Green MOUn10h7 Chomp/oiff #W61- District, /nc. �s / Power CorP01171iOn >1.5 Acres 4ha °? / 4 Acres \ti Vo/ume 12,, Poge 5,f5 / rr / m o .,` Oe h'ahimone SOciefy v, m% -o / Cffenden Counfy a Score 1" = 100 ft "d °"' o{05r 6rook The 5.7 Acres' m9faso E P �d1KL� rf'�yw_ _ NNR iW'vaf spTr N O TES 4 A 'horrzonlo/ control (rovers& was conduc/ed in 199E and extended /n 1999 using o lolot slore lron and sleet lope. Cerlarn sury data shown hereon may vary from recorded data due to . differences in dec11;W/1bn, orrenlolnn or methods of measurement 1. Thls plat depicts the ooroe/s resullrng from city approvo/ of o P/of entitled Subdivision, Reconfiguratmn d- Exchange of Porce/s between 1he'Champlain water 01sl17ct, /na, I-b& Humane Socrety of Chillenden Counfy and Green A/ounlarn Power Corporolion' by Knight Consu/frog Engineers doted 10/1B/9.9 lost revised 115100. .J The information shown hereon is o co/npr/obon of survey data co/%fed by Knight' Consu/ling' Engineers (westerly of Potash Braokj lied to survey results shown on P>ot of Survey - Portion of Borrd Center ProPedy - 7.48 ac prepared by Warren A Robenslien, L:S. doled ✓onuory 90, 199.9 (eosteNy of Potash Brook) and to brook and wetlands mopping by Krebs & Lansing (ffck) rn 1998-1999 boundary and topographm surreys for The Humane Soc*v 4. The above referenced surreys 4e others have dsclosed boundary uncertainties with adjoining lands of h'onnaford 9ro/hers (Soulh/and Enlerpnses and A/ortins Foods) and with the present :1=011on of Oueen C/fv Park Rood (the Cities of Soufh Burllltgton and Burlrnglon) The affected Porbes should c/anfy these uncertainties with' boundary agreements or other appropriate legal Instruments for the' boundaries shown hereon to cdnlrol. 5. Lot 1 /s benefrlled by a 90' wide dm,;7 g easement across Lot 1 to Potash Brook. Tlie easement /ocolron shown IS for r//uslrotrve purposes only and Is not' contra/hbg. when the drornoge easement is bur/1 the exact easement /ocolion wrl/ be determined, and lhts ebsefnent will be centered ors said drainage structure 6. The SubdiV%Sron /ine. along Polosh Brook runs rn and o/ong the centerfrne of fhe' brook. 7. Lot 2 is bene&/ Of by a 20' wide easement across Lot 1, as shown• for the purposes of o future CWO nature trot/ to educate its consumers regordrng water- shed issues and source protectron of CWss Lake Champlain dunking water source. Soufh/ond Enterprises, Inc. V01ume 27e,, Po9e 479 m:.ed nx�ds aa! dnch SI9'10 SO' {Y 1750' per w.AR. plot This survey rs based on on anoysis of Physieo/ evidence found on Me ground and irlomnobor abstracted from deeds and other per- tinent recofds This plot is consistent wrlh Title 27 VSA Chopler 17 Seclrons 1401 - 1405 Albert W. Horns �T L. S. 5B4 Bearings ore bored on 410g,70M7 Norlh 1998 1717' 0�1 Ra NUR Aa r'tY M � v .tlorfin's Foods of South Bur/ingfon, /nc. x0lume Ore Po9e /19 Rewirrbn.• modY,rd note S and added n ?e 7 - AYIH - 1/11/00 Re✓isron: changed note 2 added note $ Pee wse., /Ccc parcel obto, nrmowd 0-0 Ae/he - . W - //5/00 Fii7a/ Plat of R6541lting Pai"CeIS Of Charnp/ail M7161- District, /nC., The Hussman Society of Chittel/den Counfy and Green Mountain PO Wer Corporation Queen City Park Road, South Burlington raa. NO. 99341 1 F& 1 2 IIy�(T1�p��' KNIGHT CONSULTING ENGINEERS. INC. 4N��L.i� P.O. BOX 29. MLUSMN. Vr.. 05495 - M- 579-6343 -m- 12 20 99 .w... AkA/W am. AWH SY.NE 1 �� = 100, VVA TER TANK Cr1EMICA_ S-OPAGE / f SU201NG TREATMENT PLANT70 \r / ., �� /[ ,.l • eo',�0r`�' H5 V �S0' UK - �e"�_ _-- & H4 �yyyi//riri LAGOON MAIN SAY G4 EL 45.5t DREDGE E6 (WATER LEVEL VARIES) CONNECTION POINT (j3 HEADWALL FLOWAEVEL ESVF CONTROL STRUCTURE#1 /� \;II) y WAAL y DS STONE BERM DDREDGE rREDGE CONNECTION CONNECTION POINT C'2 / 1 . 'fig rs 'jam POINT #1 - l ^� ----- ,/'-// ` �, \' /j _ \ D4 LAGOON ;j,' ' / EAST BAY _ py " °� EXISTING GRAVEL SURFACED " (NO IMPROVEMENTS UNDER /,' STONE BERM THIS CONTRACT) - I '% J`Ir/r ;Gill B11 02 FILL EDGE 85 \ \�. `r OF EXISTING ; 01- B6 OON LAGOON SOUTH SAY l I EL 144.0f j --_-_- (WATER LEVEL VARIES) B4 i I I HEADWALL '��� l I A6S A5 REMOVE EXISTING / pL A L5 CONCRETE PIERS 5 0 �L5CH L5C - 1 CONTROL BUI ING 5B A4 FLOW/LEVEL FALL wEt CONTROL AREA t �. ' STRUCTURE #2 f -I'"V\ / _ z ; L1A 01.:P5",; / --'_ _ �c•� _ `'mow;: L4,11 w0005- ;, UNDERDRAIN' as,,rt m�peiop ' PUMP,,STATION /44 0 01 Bg / HEADWALL `---' r L!l;_' - ._--. � \ -e ✓ fii SEE DETAIL\� SHEET C-12 CONSERVATIONr AND OPEN SPACE �\ ZONING DISTR%T 100' 0&i SET FROM - © \ CENTERUN£ OF, POTASH agoo ( I I� troops INTERIOR OF FREEZE/THAW/DRY BED SAND MEDIA SURFACE . SUBGRADE ELEVATION VARIES. SEE i STRUCTURAL SHEETS j1 T01, F I / . GRASS / LIMITS OF WORK 45' S104 SETBACK/ `k \ VEHICLE DRIVING AREAS TO BE CONSTRUCTED AS A CRUSHED STONE SURFACE OVER A ?� WOVEN GEOSYNTHETIC o y,, = P fi t19 t>A FILL LOW AREA AND UNIFORMLY GRADE BETWEEN SPOT ELEVATIONS i / t51 I . 7S0 � 150.' 87 15' SIDE SETBACK 4/ R /ter 140 = 10, / FILL AND RE-GRADEt1 -AREAS TO BE ;REMOVE EXISTING I MATCH EXISTING SURROUNODJG GRA APPROXIMATE LOC -NAY BALE/SILT B) �... SEE DETAIL \ \ C58 FREEZE/THAW/DRY BED CONCRETE PERIMETER WALL (TYP). BOTTOM OF FOOTING EL 141.50. TOP OF WALL EL 151.00. FREEZE/THAW/DRY BED #2 275'x5O' FREEZE/THAW/DRY BED #1 200'x5O' As q G AVEL LEGEND: I STAB)L�Ty WITH D OR_b NSE GRADED D-%URFACE O LAND BORINGS (01 PREFIX INDICATES r` BORING TAKEN IN 2001) WATER BORINGS Tighe&Bond Consulting Engineers Main Office: Westfield, Massachusetts C` Branch Offices: N Bellows Falls, Vermont Norwalk, Connecticut Worcester, Massachusetts www.tighebond.com Champlain Water District Chittenden County, Vermont Contract No. 57 Residuals Management Facilities at the Peter L. Jacob Water Treatment Facility South Burlington, Vermont )HAWK BY: TMFVdw ;HECKED: JNM, OHD WPROVED BY: MRP, DER SITE GRADING AND EROSION CONTROL PLAN KALE: 1" = 40• C-3 SHEET 5 OF 43 2/o-/J2 CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service April 23, 1998 Mr. William Bartlett, Executive Director Vermont Water Resources Board National Life Records Center Building, Drawer 20 Montpelier, VT 05602-3201 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 Re: Request for Re-classification of a Class II Wetland on Champlain Water District Property Dear Mr. Bartlett: The Champlain Water District (CWD) submits the attached PETITION FOR DECLARATORY RULING by the Water Resources Board for consideration of de -classification, or down -classification of an existing Class I1 wetland on the District's property on Queen City Park Road in South Burlington. Heindel and Noyes, Consulting Scientists and Engineers, prepared the technical aspects of the petition, following a site visit with Karen Bates of the Vermont Wetlands Office, and CWD management and technical staff. Craig Heindel, Certified Professional Geologist, Senior Hydrogeologist, and Vice President of Heindel and Noyes, is available to provide testimony or to host a site visit, if needed. Please contact me at the Champlain Water District, or Craig Heindel at Heindel & Noyes with questions. Very Truly Yours, CHAMPLAIN WATER DISTRICT Richard A. Pratt Chief Engineer / Assistant General Manager PETITION FOR DECLARATORY RULING by Vermont Water Resources Board Petitioner: Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 Purpose of Petition: Request for Declaratory Ruling that a settling lagoon for the treatment of backwash water from the water filtering process at the District's treatment plant is not a wetland within the meaning of the Vermont Wetland Rules. Failing a determination of non -wetland status, Champlain Water District then requests a down -classification from a Class I I wetland to a Class I I I wetland, under Section 7.1(a) of the Vermont Wetland Rules, and a clarification of the specific boundaries of this Class III wetland. Date of Petition: zt Preparer of Petition, and Petitioner's Representative: Heindel and Noyes (Consulting Hydrogeologists, Engineers, and Environmental Scientists; Attn: Craig Heindel, CPG) P.O. Box 64709 Burlington, VT 05406 658-0820 fax: 860-1014 Basis of Request for Declaratory Ruling as Non -wetland: The Champlain Water District (CWD) is a municipal entity established in the 1960s to provide drinking water via pipelines to several Chittenden County communities. As an essential part of its operations, its sole water treatment plant on Queen City Park Road in Burlington must discharge backwash water from the filtering process every day. For at least the past 25 years or longer, this backwash water has been discharged into a settling lagoon constructed by CWD in the north end of a shallow long -abandoned rock quarry located just south of the treatment plant, on CWD property (see enclosed Site Location Map, Map of Existing Conditions, and photographs). Petition to Water Resources Board Champlain Water District page 2 Direct discharge permits from the State of Vermont have regulated the use of this settling lagoon, and the discharge of water from the lagoon into nearby Potash Brook, for many years. The current Discharge Permit is No. 3-1161, dated April 11, 1995. In the north end of the settling lagoon, there is an area indicated as a NWI-mapped wetland (see enclosed map). This mapped "wetland" is located directly under the outfall of the discharge pipes from the water treatment plant, where the greatest amount of water and residual solids collect. This mapped "wetland" does not have all of the characteristics to be considered a wetland, for the following reasons: 1. The mapped "wetland" lacks significant wetland vegetation and aquatic life. Some small areas of wetland vegetation can be found in the quarry rock rubble around the margins of the settling lagoon, but they do not constitute significant hydrophytic vegetation. Some small numbers of aquatic animal life may be found, from time to time, in or around the settling lagoon, but they are also not significant. Any wetland vegetation or aquatic life in the mapped wetland area are there due to the artificial hydrology created by the discharge of backwash water into the former rock quarry. 2. There are no hydric soils in the mapped "wetland". The area is occupied by water and residual solids from the backwash discharge, broken rock rubble, and the solid rock quarry floor and walls. 3. The mapped "wetland" does not have naturally occurring wetland hydrology. The hydrology of the settling lagoon is artificial, and is a result of the large volumes of daily backwash water discharged into the former quarry. Without this discharge, there would likely be little or no water in the quarry. For these reasons, the mapped "wetland" in the northern portion of the settling lagoon is not a wetland in actuality. Champlain Water District requests that the Vermont Water Resources Board issue a declaratory ruling that its settling lagoon does not constitute a wetland within the meaning of the Vermont Wetlands Rules. Petition to Water Resources Board Champlain Water District page 3 Basis of Request for Reclassification from Class II to Class III Wetland: If the Water Resources Board determines that it is unable to issue a Declaratory Ruling stating that the CWD settling lagoon is not a wetland, Champlain Water District requests that it down -classify the NWI-mapped wetland from Class II to Class III, per Section 7.1(a) of the Vermont Wetlands Rules, and that the specific boundaries of the Class III wetland be clearly described. The Vermont Wetlands Office (ANR, DEC, Water Quality Division) supports a down - classification from Class III to Class II for this wetland, as indicated in correspondence from that office (letter dated December 6, 1997 from Karen Bates, Assistant Wetlands Coordinator; enclosed). This letter does not specifically state why the Wetlands Office does not support the de -classification to non -wetland status that was requested by CWD. In a telephone call on December 2, 1997 with Craig Heindel (Senior Hydrogeologist, Heindel & Noyes, CWD's representative) Ms. Bates indicated that, to remain consistent with previous ANR positions on similar requests, her office would only support a down - classification, not a de -classification. She indicated that the lagoons or quarries in earlier similar requests had some areas with wetland features (as does the CWD lagoon -- see discussion below), so her office supports the continuance of the designation of the CWD settling lagoon as a wetland that "does not provide any functions and values at a significant level". In response to ANR's position, Champlain Water District points out the following- 1. There are no wetlands features in the area mapped as a wetland on the NWI map. The Vermont Wetlands Office appears to concur, stating in their letter of December 6, 1997 that "The quarry is steep -sided on the north, east, and west sides, with no emergent vegetation and only a few shrubs." This mapped "wetland" area consists primarily of open water and backwash residuals found in the northern portion of the settling lagoon. It may also include some portions of the sloping walls of bedrock and rubble making up the north, east, and west margins of the abandoned lagoon and present settling lagoon. Although there are scattered pockets of vegetation growing in the rock rubble, there is nothing resembling hydric soils or wetlands hydrology. 2. There is a small area presently containing wetland features at the southwest corner of the settling lagoon, in a location that is not within the NWI-mapped wetland. This is the "emergent wetland vegetated with cattails and sedges" referred to in the last sentence of the second paragraph of the Vermont Wetland Office's letter. It is a roughly triangular area approximately 75 feet along its base and height (approximately 300 sq.ft. -- less than 0.01 acre), located in a shallow -to -bedrock Petition to Water Resources Board Champlain Water District page 4 area that once was at the edge of the rock quarry. It contains some low herbaceous emergent wetland vegetation and a lone tree that is dying, and it might have hydric soils at present. Its hydrology is artificially produced by the discharges of backwash water. If the backwashes were discontinued, the soils would dry out and no longer be hydric, and the wetland features would disappear. 3. The wetland features seen in the southwest corner of the CWD settling lagoon are only present due to the artificial hydrologic conditions created by the discharges of backwash water into the abandoned quarry. Section 7.2 lists various types of information that must be provided with a petition under Section 7.1. All of this required information is contained within this document. Persons Owning Property Within or Ad-jacent to the Wetland or Buffer Strip: The NWI-mapped "wetland", the unmapped area with artificially supported wetland features in the southwest corner of the settling lagoon (including the 50-foot buffer strips around these features), and the settling lagoon including its discharge pipe are all wholly contained within the property of Champlain Water District. Potentially Affected Persons: Refer to the enclosed map for property boundaries in relation to the settling lagoon, its discharge pipe, the mapped "wetland", and the unmapped area with wetland features. The discharge from the settling lagoon enters Potash Brook about 200 feet south of the discharge pipe, and about 500 feet south of the closest edge of the mapped "wetland". At this point, Potash Brook is on property owned by: Hannaford Brothers, Co. P.O. Box 1000 Portland, ME 04104 The property line to the east is about 100 feet from the closest point of the mapped "wetland", and about 5 feet from the closest point of the settling lagoon. The property line to the west is about 120 feet from the closest point of the mapped "wetland" and settling lagoon. Both the east and west abutting properties are owned by: Green Mountain Power Corporation 25 Green Mountain Drive So. Burlington, VT 05403 Petition to Water Resources Board Champlain Water District page 5 The property line to the north is Queen City Park Road (owned by the municipality of South Burlington), which is about 300 feet from the nearest point of the mapped "wetland" and settling lagoon. Certificate of Distribution An affidavit certifying distribution is included with this document. Signature of Petitioner: James;F y, General Mai ger date ChampYain Water District Signatures of Preparers of Petition: Gam' , w►; -t� Craig eindel, C.P.G. date Senior Hydrogeologist; Heindel and Noyes �s i I MI 7 Dolores Barton date Staff Scientist; Heindel and Noyes 04/10/98 U:\CHEINDELNWPDOCS\CWDWRBPT.PT11 CERTIFICATE OF DISTRIBUTION As representative of Champlain Water District, I certify that a complete copy of this petition including the location map, description of the specific actions requested, and the supporting narrative has been filed with or provided to: Vermont Wetlands Office Water Quality Division ANR, Building 10 North 103 South Main Street Waterbury, VT 05671-0408 South Burlington City Clerk, Planning Commission, and Conservation Commission (3 copies) 575 Dorset Street South Burlington, VT 05403 ' Chittenden County Regional Planning Commission I 66 Pearl Street Essex Junction, VT 05452 I Green Mountain Power Corporation Attn: Conrad Miller, Manager of Real Estate 25 Green Mountain Drive South Burlington, VT 05403 Hannaford Brothers, Co. P.O. Box 1000 Portland, ME 04104 Alzjlel Signature of person certifying to distribution date [U\CHEINDEL\WPDOCS\CWDWRBPT. PT1 j ATTACHMENT • National Wetlands Inventory (NWI) Map • Site Location Maps (2) • Map of Existing Conditions at Settling Lagoon • Photographs (3) • Letter from Vermont Wetlands Office (Karen Bates), Dec. 6,1997 l•..r-v- r: '�• • r �..:J a i I �. j _,,,. y j k� BM 1Y ,� • ■ \-� Oak Led �„�' • is _ . \ ,l — _ — , . j; : -- • ' ed1 186• )I i J•' - -•I-i- 4 Red Rock •She urns-Polnt — r »- _ — T h/i •y�-- �\ s I PF it ,r' L20WZ _ is ' . •� � , ' PoiY Or. t; roo T h C 'k' 0 2JC0 r-:7 5p t ae, ' /\/hv/ Ir✓t1' # 13f3, I�IJDG�� h i `SON Wagner. Heinde( and Noyes CONSULTING SCIENTISTS ,AND ENGNEET s • Hydrogeology • Ecology • • En,&onmentol Englneering • BURLINGTON, VERMONT GN�M PI 41N NA-:MrL n/:72r t T" 5 t71�1 AJ 0�0N n eT'• /a l a, SCALE: /"= ?Doo' DRN: C.t APPD:='i�i Settling Lagoon for Water Treatment Residuals Champlain Water District South Burlington, VT 200 0 200 400 600 800 Feet 1 " = 4000 FT N NOTE: Parcel, wetland, and stream data from VCGI. Base: Orthophotos from The Vermont Mapping Program, 1988, men.me c �.naPwaomare epr Legend QMapped Wetland Boundary (NWI) -- Stream Parcel Boundary i1R MA"110N E S l: .A 1. 1!.A 111)N S 1-R V I ES .., e..«m e,,,�n....«mw-ae.w+•n.,. aox�.e<u, ... •oa eeoiou s Site Location Map 10/28/97 Heindel and Noves 7 . Hydrogedopy • Ecdogy • Environmental Engineenng CONSULTING SCIENTISTS AND ENGINEERS Settling Lagoon for Water Treatment Residuals Champlain Water District South Burlington, VT 200 0 200 400 600 800 Feet Site Location Map 1" = 4000 FT 10/28/97 NOTE: Parcel, wetland, and stream data from VCGI. Base: USGS Burlington Quadrange, 1987 M•roms c penapumomele •pr Legend Mapped Wetland Boundary (NWI) -- Stream Parcel Boundary I V F OR M AT ION k �I S U A 1, 1 B A T to N SI'R VICES Heindel and Noves Hydrogedogy • Ecology • EnAronmenhl Engineenng CONSULTING SCIENTISTS AND ENGINEERS PINE ST. 9 Tl oti L W EXISTING EL DRIVE IVE ,,- WOODED -1 APPROXIMATE PROPERTY LINE Property of GREEN MOUNTAIN POWER CORPORATION PARKING CWD FACILTY FIER- LINE ,-WOODED J Property of ME FOR DESTITUTE CHILDREN ,,-WOODED -J ` ,-WOODED FILTERS 4,5 \ BACKWASH 24" LINE TANK GARAGE nV�R� 'e. L - APPROX. LOCATION FILTERS 1.2.3 I w y OF BACKWASH I = NWI - ?kAPPFD WETLANG--�, PARKING a I - 1 1 I �Ie�rr7[dfl �9 r✓tr[rgliilil}I}i i/1i 11F1I13l RIAPIrii}S9 LIMITS OF ABANDONED QUARRY--+ x k. TANK - EXISTING SETTLING LAGOON LIMITS APPROXIMATE WATER LEVEL ELEV. 143-5 fL Property of GREEN MOUNTAIN POWER CORPORATION APPROX. LOCAPION I OF \i EXISTING AREA `NIT - EMERGENT WETLAND VEGETATION l--,\amauunak, THIS DRAW G IS FOR PRESENTATION PURPOSES ONLY AND SHOULD NOT BE USED F(?R ENGINEERING DESIGN OR LAYOUT. PROPERTY LINE STREAM EXISTING SETTLING LAGOON LIMITS LIMITS OF ABANDONED QUARRY PHOTO LOCATIONS 1 LAI I W cl- C: 0_ 9 ,- WOODED Property of VAFORD BROTHERS, CO. EXISTING ROAD/DAM r-6' DIA. DISCHARGE PIPE I $ O m x Q 0- SCALF- I' = 80' 0' 40' 80' 160, Photograph #1: Settling lagoon in abandoned quarry. Taken from the north edge of the quarry, looking south. The steep rock walls of the quarry can be seen on the left and right. The far (south) end of the quarry does not have steep walls. The east -west interior dike can be seen cutting across the center of the settling lagoon. One of CWD's plant backwash discharge pipes can be seen in the extreme lower right. The closest portion of the lagoon is the NWI-mapped "wetland". The small area with existing wetland vegetation is the triangular area of low weeds and a single tree located just beyond (south of) the interior dike. The low dam creating the southern edge of the settling lagoon, and the southern edge of the former quarry, is seen at the foot of the three tall conifers in the far distance. Potash Brook is located about 200 feet beyond (south of) those tall trees. Photograph #2: North end of settling lagoon. Taken from the northeast edge of the quarry. looking west into the north end of the settling lagoon. This is the area shown on the NWI map as a "palustrine open -water wetland" CWD buildings and tanks are seen north of the quarry edge Photograph #3: Small area with emergent wetland features. Taken from the southern edge of the settling lagoon. looking to the north. The unmapped triangular -shaped 300 sq ft. area with emergent wetland features is in the foreground. The internal dike is in the mid -distance. In the far distance can be seen the CWD treatment plant and the steep north edge of the quarry v = X Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist I REIFY SERVICE FCR THE NEARING IMPAIRED 1-8C0.253-0191 TDD>Voice 1-8CQ-253-0195 Voice>TDD Craig Heindel Heindel and Noyes P.O. Box 64709 Burlington, Vermont 05406-4709 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation ?1-1 WATER QUALITY DIVISION 103 South Main Street Building 10 North r �S 7 Waterbury, VT 05671-0408 L Wagner, Heindel and Noye$,. inc. 802-241-3770 December 6, 1997 RE: Champlain Water District Treatment Plant, South Burlington, Project #97-483 Dear Mr. Heindel: I am writing in support of your client's petition to downgrade a quarry on their property from a Class Two wetland to a Class Three wetland. The northeastern half of the quarry on Champlain Water District's property is shown on the USGS quad and the NWI map describes it as an open -water wetland ( POWH). The quarry is steep -sided on the north, east and west sides, with no emergent vegetation and only a few shrubs. The south side contains a 75 foot by 75 foot emergent wetland vegetated with cattails and sedges. It is the opinion of the Vermont Wetland's Office that the wetland does not provide any functions and values at a significant level. Sincerely, (Karen E. Bates Assistant Wetlands Coordinator cc: William Bartlett, Water Resources Board Executive Director Chlorine Free 100% Recycled Paper Regional Offices - Sarre/Essex Jct./Pittsfer i L;:_-r ` . ' .r''r.cf''e!c/S:. Johnsbury QUEEN CITY PARK ROAD 0 e I O NEW SCREEN WALL —T f @ 0 FOUNTAIN PA E PROPERTY PA KI G LO OF---------------CITY_0_F SOUTH BURLIN_G ON NING BO_UNDRY — —� — _ — ----------- GREEN MOUNTAIN GREEN MOUNTAIN POWER R.O.W 10 _ _ _ _ _ _ _ _ NEW TRANSFORMER POWER_..—,._..—.._.,_.._,.—„_..—..—.._.. ® —,.—, ® NEW ,m ADDITION -NEW BIKE f RACK @ WATER TREATMENT PLANT FILTERED WATER TANK PAVED �- PARKING LOT DUMPSTER--,, i CHEMICAL Lj STORAGE BUILDING ® GARAGE GRAVEL PAVED STORAGE PARKING LOT AREA I RAW WATER _ TANK LIMITS OF ABANDONED QUARRY FILTERED WATER TAN K SCALE: 1° = 40' 0' 20' 40' so' I r 10. 30• 60' xe-cc>kJ/ cdn _ji—EXISTING SLOPE EASEMENT 10' x 350' I i PROPERTY OF j GREEN MOUNTAIN POWER iilk °' F�... APR 2 9 1998 j City of So. Burli"ai Disclaimer: This drawing is a representation only, and is not a replacement for surveyed information. 1 � CIiAlYIPLAIN WATER DLSTR/CT ' 4zQUEEN =P_4R7.ROAD ISOUTHBM"GTO , 1T 0.54a' I I I SITE PLAN DESIGNED BY: --- DATE: APRIL 1998 DRAWN BY: PGT SCALE: 1" — 40' IIIECKED BY: RAP DRAWING No. ----- PROVED BY: --- PX NAME: 1117b1dg SHEET 2 OF 2 CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service July 29, 1999 Mr. Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802)864-0435 Re: CWD Contract #67 - Plant Expansion Project, Temporary Certificate of Occupancy Dear Mr. Belair, The Champlain Water District requests an extension to our Temporary Certificate of Occupancy for the Water Treatment Plant Expansion, to October 1, 1999, in order to complete the landscaping improvements at our Raw Water Pump Station site. The contractor requested that we delay planting of some of the more heat sensitive plants to a cooler period this fall, to help assure their survival. Please call if you have questions. Very Truly Yours, CHAMPLAIN WATER DISTRICT I (d�A ij- Richard A. Pratt Chief Engineer / Assistant General Manager PLANNING (802)658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 ZONING (802) 658-7958 November 3, 1998 Richard A. Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Plant Addition & Maintenance Garage Dear Mr. Pratt: Enclosed is a copy of the July 14, 1998 Planning Commission meeting minutes. If you have any questions, please give me a call. Director of Planning (k Zoning JW/mcp I Encl PLANNING COMMISSION 14 JULY 1998 PAGE 9 structed until such time as Airport Parkway is realigned such that lot # 1 is increased in size to at least 10 acres. 5. The final plat submittal shall include the information required under Section 26.152 of the zoning reyulations so that the base maximum density can be calculated. 6. The final plat submittal shall include details (cut -sheets) for all exterior lighting and show locations on the plans. 7. The final plat submittal shall include information on the height of the buildings 8. The final plat submittal shall include information on the square footage of the central office/laundry building, 9. The final plat submittal shall include information on the square footage of the dwelliniz units 10. The proposed sewage pumping station and force main shall be privately maintained by home owners. 11. The City Water Department shall be provided a set of the final plat plans prior to final plat submittal. 12. Prior to final plat, the applicant shall submit the traffic impact report to the CCMPO for review and comment. A determination as to whether or not this application meets the City's traffic requirements shall be made at final plat. 13. The final plat plans shall be submitted within 12 months. 14. As expressly repreg'ented by the applicant, there shall be no storage of recreational vehicles and/or boats on the property. This shall be reflected in by-laws and declaration documents for the development. Ms. Barone seconded. Motion passed unanimously 7. Site plan application of CWD to amend a previously approved plan for an 11,500 sq. ft. drinking water treatment facility. The amendment consists of 1) constructing a 2500 sq. ft. addition to the plant, 2) razing a 2,000 sq.ft. maintenance building, 3) constructing a 3500 sq. ft. maintenance garage and 4) site modifications, 403 Queen City Park Road: Mr. Fay said they have reached plant capacity in the last 2 summers and will be increasing capacity from 15 million gpd to 20 million gpd. He showed where the expansion will be. PL<kv�"G COL%,L%IISS1ON 14 JULY 1998 PAGE 10 There will also be a new curb cut for safe entrance to the new building. The applicant is willing to trade the requirement for landscaping on this site to the raw water pump station at Red Rocks Park. This site is fully landscaped and neighbors at Red Rocks have asked for landscaping at that site. Bruce O'Neill has approved of this. Members had no objections. Mr. 0' Rourke moved the Commission approve the site plan application of Champlain Water District to amend a previously approved plan for an 11,950 square foot drinking water treatment facility. The amendment consists of: 1) constructing a 2500 square foot addition to the plant, 2) razing a 2,000 square foot maintenance building, 3) constructing a 3500 square foot maintenance garage and 4) site modifications. 403 Queen City Park Road, as depicted on a four page set of plans page one entitled "Site Plan Contract 67 Water Treatment Plant Expansion," prepared by Champlain Water District dated June, 1998, with the following stipulations: 1 All previous approvals and stipulations which are not superseded b this his approval shall remain in effect. 2 Pursuant to Section 26 103(a) of the zoning regulations, the Planning Commission approves a third driveway accessing a public street. 3 The Planning_ Commission approves the proposal to plant landscaping at the applicant's Raw Water Pump Station site in lieu of planting additional landscaping on the water treatment facility site The planting of landscaping at the Raw Water Pump Statiion shall be completed in accordance with the plan entitled "Champlain Water District Site Plan for Proposed Landscape Improvements at the RWPS," dated 7/9/98. 4 Prior to issuance of a zoning permit the applicant shall post a $36 500 landscape bond. The bond shall remain in effect for three years to assure that the landscaping takes root and has a good chance of surviving. 5 All exterior li h ting shall consist of downcastin� shielded fixtures so as not to cast light beyond the property line Any change in lip htin.g shall be approved by the City Planner prior to installation. 6 For the purpose of calculating fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 5,88 additional vehicle trip ends during the P.M. peak hour. 7 The applicant shall obtain a zoning permit within six months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. PLANNING COMMISSION 14 JULY 1998 PAGE 11 8. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to use of the addition or new maintenance garage. 9. Any change to the site plan shall require approval by the South Burlington Planning Commission. Ms. Barone seconded. Motion passed unanimously. As there was no further business to come before the Commision, the meeting was adjourned at 10.25 p.m. ZZ2�� zLlw � Clerk Page 1 Exhibit List Application # 300033-9 A = Applicant ANR = Agency of Natural Resources T = Town AOT = Agency of Transportation EC = Environmental Conservation DPS = Department of Public Services RPC = Regional Planning Commission VDH = Vermont Department of Health DA = Department of Agriculture DHP = Division for Historic Preservation Date Entered Exhibit# Received By Nature of Exhibit and Date Entered 1 6/15/98 A 2 „ 11 3 of 4 it 5 if 6 7 8 9 of of 10 of of 11 RP C 12 A 13 "19 Act 250 Land Use Permit Application Schedule A - Fee Information Schedule B - Act 250 Narrative Schedule E - Adjoiner Information Schedule F - Certificate of Service Project Description Project Location Map Champlain Water District Summary of Act 250 Land Use Permits & Amendments Lighting Cut Sheet Typical Section New Driveways and Parking Areas Letter by Arthur Hogan, Exec. Dir., CCRPC (6/12/98) Stormwater Discharge Permit - Not Required Drawing: Water Treatment Plant Expansion (6/98) 14 ofPlan: Site Plan - C-1 (5/23/98) 15 V1Plan: Site Plan - C-2 (5/23/98) 16 F1Plan: Floor Plan Elevation - Al -1 17 Plan: Elevations - A2-1 18 Plan: Garage Lower Floor Plan - A-3 Exhibit List for Application #300033-9 Page 2 19 6/15/98 A Plan: garage upper floor plan and details A-4 20 A Plan: east and north elevations A-5 21 A Plan: west and south elevations A-6 22 7/15/98 T Letter by Burlington Public Works to Champlain Water District re: wastewater capacity for CAT bathroom (7/14/98) 23 7/15/98 T Letter by City of South Burlington re: ability to supply water (7/13/98) 24 7/15/98 A Municipal Impact Questionnaire (7/14/98) 25 7/16/98 ANR Entry of Appearance comments (7/10/98) 26 7/22/98 A Letter by Champlain Water District to VT Dept. Of Public Service re: interagency review letter of 7/10/98 (7/21/98) 27 7/28/98 ANR Water Supply and Wastewater Disposal Permit #WW-4-1167-1 (7/28/98) 28 7/28/98 A Letter by GMP Corporation to Champlain Water District (7/22/98) 29 7/28/98 A Public Water System Permit to Construct WSID #5092 (7/21/98) 300033ex.ex/eb l� f I hereby certify that on this day of August, 1998 a copy of the foregoing Land Use Permit 9300033-9 was sent, first class mail, postage prepaid, to: i PARTIES: James W. Fay, General Manager Richard A. Pratt, P.E., Chief Engineer Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 Margaret Picard, City Clerk Chair, City Council/Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Arthur Hogan, Jr., Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 Andrew Raubvobel, Associate General Counsel Agency of Natural Resources 103 South Main St. - 2 Center Waterbury, Vermont 05671-0301 District #4 Environmental Commission Helen Toor, Chair/Thomas Visser/Dana Farley 111 West Street Essex Junction, Vermont 05452 Ernie Christianson, Regional Engineer ANR/111 West Street Essex Junction, VT 05452 Dated at Essex Junction, Verm , this day ugust, 199K Edie Bowen, dmi istrative Secretary CS300033.cs 879-5660 State of Vermont WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWSIREGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1167-1 PIN: EJ96-0094 Landowner: Champlain Water District Address: 403 Queen City Park Road South Burlington, VT 0�403 This project, consisting of demolishing an existing maintenance garage and to construct a 3,500 square foot garage with no plumbing and a 2,500 square foot addition to the Water Treatment Plant, served by municipal water and sewer services, located off Queen City Park Road in the city of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250 case number 300033. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Labor and Industry -phone (802) 828-2106 or (802) 658-2199, the Water Supply Division - phone (802) 241-3400 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Sheet 1 of 2 "Lot Plan" dated June 1998 prepared by Champlain Water District and Sheet C-1 "Site Plan - Sheet 1" dated 5-23-98, Sheet C-2 "Site Plan - Sheet 2" Dated 5-23-98; and Sheet C-3 'Details -Sheet V dated 5-23-98 prepared by Weston & Sampson Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. No alterations to the buildings that would change or affect the exterior water supply or sewage disposal, or the approved use of the buildings shall be allowed without prior review and approval from the Agency of Natural Resources. Water Supply & Wastewater Disposal Permit WW-4-1167-1 Champlain Water District Page 2 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. All conditions set forth in Water Supply & Wastewater Disposal Permit 4WW-4-1167-1 shall remain in effect except as modified or amended herein. 7. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. SEWAGE DISPOSAL 8. The project is approved for wastewater disposal by connection to the municipal sewer system for a maximum of 105 gallons of sanitary sewage per day. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 9. A professional engineer, registered in the State of Vermont, is to generally supervise the construction of the sanitary sewer line, pump station and force main for the new garage. Upon completion of construction, prior to the occupancy of the garage, the engineer shall submit to the Wastewater Management Division a written certification stating all construction has been completed in accordance with the stamped approved plans and the Environmental Water Supply & Wastewater Disposal Permit WW-4-1167-1 Champlain Water District Page 3 Protection Rules, Appendix IA, Section 1-A-03. The engineer's certification is to be submitted to the Division of any unit and the certification shall include, but not be limited to, the results of all leakage testing performed on pump station and force main, pump selection and pump float valve settings to conform with the Rules regarding dose volume and retention time. Dated at Essex Junction, Vermont on July 28 1998. Canute E. Dalmasse, Commissioner Department of Environmental Conservation By Ernest P. Christianson Regional Engineer c For the Record South Burlington Planning Commission & Select Board Champlain Water District Act 250 coordinator-300033 Water Supply Division Department of Labor & Industry Weston & Sampson Engineers, Inc. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 A ugust 12, 1998 Richard A. Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Plant Addition & Maintenance Garage Dear Mr. Pratt: ZONING (802)658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Planning Commission on July 14, 1998 (effective 816198). Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. Joeeith, Cif Planner .IW'»zcp I Encl 7/ 14/ 98 MOTION OF APPROVAL CHAMPLAIN WATER DISTRICT I move the South Burlington Planning Commission approve the site plan application of Champlain Water District to amend a previously approved plan for an 11,950 square foot drinking water treatment facility. The amendment consists of: 1) constructing a 2500 square foot addition to the plant, 2) razing a 2,000 square foot maintenance building, 3) constructing a 3500 square foot maintenance garage, and 4) site modifications, 403 Queen City Park Road, as depicted on a four (4) page set of plans, page one (1) entitled, "Site Plan Contract 67 Water Treatment Plant Expansion," prepared by Champlain Water District, dated June, 1998, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. Pursuant to Section 26.103(a) of the zoning regulations, the Planning Commission approves a third driveway accessing a public street. 3. The Planning Commission approves the proposal to plant landscaping at the applicant's Raw Water Pump Station site in lieu of planting additional landscaping on the water treatment facility site. The planting of landscaping at the Raw Water Pup Station shall be completed in accordance with the plan entitled "Champlain Water District Site Plan for Proposed Landscape Improvements at the RWPS," dated 7/9/98. 4. Prior to issuance of a zoning permit, the applicant shall post a 536,500 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 5. All exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. 6. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 5.88 additional vehicle trip ends during the P.M. peak hour. 7. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 1 8. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the addition or new maintenance garage. 9) Any change to the site plan shall require approval by the South Burlington Planning Commission. Memorandum - Planning July 14, 1998 agenda items July 10, 1998 page 8 - applicant should submit proposed street names for each of the driveways serving this development. E91 1 requires names for driveways serving multi -family projects. lot 42 should be identified on sheet SP-2. indicate square footage of central office/laundry building. the applicant should address the issue of safety regarding the old quarry and the cliff overlooking the Winooski River. the applicant should indicate whether they are interested in dedicating to the City the proposed r.o.w. for Airport Parkway relocation. prior to the preliminary plat hearing the applicant should stake the area that he is willing to dedicate to the City. the square footage of the dwelling units should be submitted. the Natural Resources Committee reviewed this plan at their 3/24/98 meeting (see enclosed memo). 7) CHAMPLAIN WATER DISTRICT - EXPANSION - SITE PLAN This project consists of amending a plan previously approved on 3/3/98 (minutes enclosed) for an 11, 950 sq. foot drinking water treatment facility. The amendment consists of: 1) constructing a 2500 sq. ft. addition to the plant, 2) razing a 2,000 sq. ft. maintenance building, 3) constructing a 3500 sq. ft. maintenance garage, and 4) site modifications. The ZBA on 7/13/98 will consider a request from the applicant for a conditional use permit. This property located at 403 Queen City Park Road lies within the C 1 District. It is bounded on the north by Queen City Park Road, on the east and west by undeveloped land, and on the south by Hannaford Plaza. Memorandum -Planning July 14, 1998 agenda items July 10, 1998 page 9 Access/circulation: Access is currently provided by two (2) foot curb cuts on Queen City Park Road. This proposal includes adding a third curb cut 24 feet in width westerly of the two(2) existing curb cuts. Section 26.103(a) of the zoning regulations requires that there be a maximum of one (1) driveway per lot accessing a public street unless specifically approved by the Planning Commission. Applicant has indicated the need for this additional curb cut for the following reasons: a) access to, and egress from the new maintenance garage facility and pipe yard by maintenance vehicles and equipment, without passing through a normally congested public parking lot, b) minimal other space available /on site for construction of internal drives, c) safe and adequate access to the site and loading dock for tractor trailer -sized deliveries of equipment and chemicals, and d) open fire land access to the new maintenance garage facility. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 4.3% (maximum allowed is 30%). Overall coverage is 19.7% (maximum allowed is 70%). Front yard coverage is 4.5% (maximum allowed is 30%) Setback requirements are met. Parking: A total of 29 spaces are required and 46 spaces including one (1) handicapped space and a bike rack are being provided. Landscaping The minimum landscaping requirement, based on building costs, is $36,500 which is not being met. Applicant does not feel that there is space on the property to place any additional landscaping. To satisfy a portion of the landscaping requirement, the applicant proposes to landscape their Raw Water Pump Station site which is located in Red Rocks Park. Staff supports this proposal. Staff requested a copy of this plan but it is not yet available. It should be available for the meeting. Traffic: ITE estimates that the current facility generates 11.71 vehicle trip ends (vte's) during the P.M. peak hour and with the addition to generate 17.59 vte's which is a 5.88 vte increase. The applicant should be aware that the road impact fee is $1328.88. Dumpster: The dumpster is located behind the new maintenance building. a Memorandum - Planning July 14, 1998 agenda items July 10, 1998 page 10 Lighting: Existing exterior lighting consists of the following: - two (2) 250 watt mercury vapor street lights, one at each driveway entrance. - three (3) 150 watt high pressure sodium pole lights with downcasting shielded fixtures. - one (1) 50 watt building mounted high pressure sodium light with a downcasting shielded fixture. - four (4) 95 watt in -ground uplights to illuminate the sign. Proposed exterior lighting consists of the following: 10 building mounted 50 watt high pressure sodium lamps with downcasting shielded fixtures. 10. Proposed Site Improvements to Raw Water Pump Station Champlain Water District Preliminary Estimate 7-13-98 TK Landscape Architects Description Quantity Unit Price Price Item 1. Selective Demolition Remove & dispose stairs LS $1,000.00 Item 2. Regrade existing parking lot 4 hours $60 / hour $240.00 Item 3. Wood Plank Rail 54 LF t $15.00 LF $810.00 Item 4. New Steel Stairs & Handrails, Resurface Existing Landings 1.00 LS $15,000.00 Item 5. Security extension for existing CL fence 150 LF $5.00 LF $750.00 Item 6. Viewing Platform & Railing 128 SF LS $4,000.00 Item 7. Bench 1.00 LS $500.00 Item 8. "Red Rock Dry Stream" 800 SF $5.00 SF $4,000.00 Item 9. Topsoil 14 CY $25 CY $350.00 Item 10. Rugosa Rose 38 $40 $1,520.00 Item 11. Redstem Dogwood 19 $75.00 $1,425.00 Item 12. Crown Vetch (plugs & netting) 450 SF $2.00 SF $900,00 Item 13. Woodbine Vines 60 $15.00 $900.00 Item 14. Beach Access Sign 1 LS $250.00 Item 15. Temporary Erosion Control 1 LS $500.00 Item 16. Remove 3 existing Oak Trees 3 LS $250.00 SubTotal $32,395.00 10% Contingency $3,240.00 Total Probable Cost of Construction $35,635.00 Proposed Site Improvements to Raw Water Pump Station Champlain Water District Preliminary Estimate 7-13-98 TK Landscape Architects Description Quantity Unit Price Price Item 1. Selective Demolition Remove & dispose stairs LS $1,000.00 Item 2. Regrade existing parking lot 4 hours S60 i hour $240.00 Item 3. Wood Plank Rail 54 LF t $15.00 LF 5810.00 Item 4. New Steel Stairs & Handrails, Resurface Existing Landings 1.00 LS $15,000.00 Item 5. Security extension for existing CL fence 150 LF $5.00 LF $750.00 Item 6. Viewing Platform & Railing 128 SF LS $4,000.00 Item 7. Bench 1.00 LS $500.00 Item 8. "Red Rock Dry Stream" 800 SF 55.00 SF $4,000.00 Item 9. Topsoil 14 CY $25 CY $350.00 Item 10. Rugosa Rose 38 $40 $1,520.00 Item 11. Redstem Dogwood 19 $75.00 $1,425.00 Item 12. Crown Vetch (plugs & netting) 450 SF $2.00 SF $900.00 Item 13. Woodbine Vines 60 $15.00 $900.00 Item 14. Beach Access Sign 1 LS $250.00 Item 15. Temporary Erosion Control 1 LS $500.00 Item 16. Remove 3 existing Oak Trees 3 LS $250.00 SubTotal $32,395.00 10% Contingency $3,240.00 Total Probable Cost of Construction $35,635.00 N °LANNER 358- 7955 Cite of South Burtinoton 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PAX 658-4748 July 10, 1998 Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Plant Addition & Maintenance Garage Dear Mr. Pratt: =VNG :,0N,11VS7PA7,-P ^58--. Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and the Fire Department were sent to you at an earlier date. Please be sure someone is present on Tuesday, July 14, 1998 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Joe Veith, City Planni JW/mcp Encls 'INE STREET PRIVATE DRIVE PRIVATE DRIVE PRIVATE DRIVE • III 7 U LLJ LL! 0 EXISTING SLOPE EASEMENT 10' x 350' PROPOSED SLOPE EASEMENT r — —— —, I I SCALE: 1 " = 60' 0' 30' 60' 120' 15' 45' CONTRACT 67 : WATER TREATMENT PLANT EXPANSION 1 PARKING \� GREEN MOUNTAIN POWER LIMITS OF ABANDONED QUARRY NEW PIPE YARD // 0/ /0 0 1 1 1 I I I I I I I I I I i 1 1 1 I I I 1 1 1 J PARCEL SIZE 7.64 Ac. S2Z 54' 30" W BUILDING FOOTPRINT 14,450 sq. ft. 400.00' NEW GARAGE FOOTPRINT 3,500 sq. ft. % FRONT YARD 15,000 sq. ft. Disclaimer: GREEN MOUNTAIN POWER This drawing is a representation only, and is not a replacement for surveyed information. CHAMPLA/N WATER DISTRI 403 QUEEN CITY P 4RK ROAD SOU7HBURLINGMN,, VT 05403 LOT PLAN ESIGNRD BY: --- DATE: JUNE. 1998 DRAWN BY: SGW SCALE: 1" — 60' NECKED BY: RAP DRAWING No. ----- PROVED BY: --- FILE NAME: SHEET 1 OF 2 PLANNING COMMISSION 3 MARCH 1998 The South Burlington Planning Commission held a meeting on Tuesday, 3 March 1998 at 7:30 pm, in the Conference Room, City Hall, 575 Dorset St. Members Present: William Burgess, Chair; Gayle Barone, Marcel Beaudin, Dan O'Rourke, John Dinklage Also Present: Joe Weith, City Planner; Richard Bushnell, Michael Barry, Sandie & Alex Blair, Michael Dugan, Tina Ruth, Bill Nedde, Steve Crampton, Dick Pratt; Roger Farley, The Other Paper 1. Other Business: Mr. Weith noted that the applicant for Item #6 has asked for a postponement in order to talk with the City Manager and City Planner about several issues. Mr. Dinklage moved to continue the application of Century Partners to the meeting of 10 March 1998. Ms. Barone seconded. Motion passed unanimously. Mr. Burgess raised the question of lighting at the Blue Mall. Mr. Weith will look into this. 2. Review Minutes of 10 February 1998: Ms. Barone moved to approve the Minutes of 10 February 1998 as written. Mr. Dinklage seconded. Motion passed 5-0 with Mr. Teeson abstaining. 3. Report on a recent site plan application decision issued by the City Planner: a. Site plan application of Shelburne Plastics to amend a previously approved site plan for a 32,492 sq. ft. light manufacturing facility. The amendment consists of in- creasing the size of the previously approved addition by 1348 sq. ft., 8 Harbor View Road. APPROVED. The Commission raised no issues with the approval. 4. Site plan application of Champlain Water District to amend a previously approved plan for an 11,000 sq. ft. drinking water treatment facility. The amendment consists of constructing a 950 sq. ft. addition and related site modifications, 403 Queen City Park Road: Mr. Pratt, Chief Engineer of CWD, said that the addition will be PLANNING COMMISSION 3 March 1998 page 2 on the street side of the plant and will be mainly an electrical room. They are trying to bring another 1,000,000 gpd out of the plant, and it is anticipated this addition will get them through the summer. Mr. Pratt showed the location of parking and of the tanks. They need to locate a new transformer at the front of the building and will provide screening for it. This will take 4 parking spaces, but they already have more than they need. The sodium light will be changed to a downcasting fixture. There will also be lights shining on the screen wall where the CWD lettering will be. Mr. Pratt indicated where trees were planted for the last addition. There is not much space to plant any more because they have plans for future development on the site. Mr. Weith had no problem with this as the site is well landscaped. Mr. Pratt noted that the fountain in the front yard will be demolished. No other issues were raised. Mr. O'Rourke moved the Planning Commission aoorove the sitelan application of Champlain Water District._ to amend_a_prev_iouslly ap_- roved plan for an 11,000 sq. ft. drinking water treatment facility_ _The amendment consists of constructing a 950-- sg'-__ft. addition and related site modifications, 403 Queen City_Park Road, as depicted on a 17 pane set of plans, pane one entitled "Champlain Water District 403 _.Queen�CitXPark Road, _-South Burlington, Vermont 05403 Site Plan," prepared by CWD, dated Januarv. 1998, with the following stipulations: 1. All previous._approvals and sti ulations which are not superseded by this approval shall remain in effect. 2. The plan shall be revised to show the changes listed below and shall require �a,proval of the City Planner. Three copies of the approved Plan shall be submitted to the City Planner prior_. to permit issuance. a. The site plan.and landscaping plan shall be revised to show the seven spaces in the front parking lot as 90 degree erpendicular. 3. The f ovide e of a Certifi- 4. Prior to issuance of a zoning permit, Wthe rapplicant�shall_post a $6540 landscape bond. The bond shall remain in effect for PLANNING COMMISSION 3 March 1998 page 3 three years to assure that the landscaoing_takes yrout and has a good chance of surviviinq. 5. Pursuant to Section 26.105(a) of the zoning reqularions, the South Burlington Planning �Commission �grants _the �applicant _a $13 credit �for �existing �trees _on the site. --. 6. All new exterior lighting shall consist of downcasting shielded fixtures so as not to -cast _light beyond the property line. Any change �in lightinshall be approved by the City Planner prior to_installation. The existing pole mounted flood light�at the front of the property _shall �be removed or replaced with a downcastinq shielded fixture approved by the Citv Planne 7. For the purpose of calculating -__road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates_ that the proposed expansion will generate 0.9 ad- ditional vehicle trip ends durina the P.M.peak hour. 8. The applicant shall obtain a zoning �permit �within six months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officerorior to use of the ad- dition. 10. Any change to the site plan shall require approval bythe South_ Burlington _Planning Commission. Mr. Dinkla`ge seconded. Motion passed__ unanimously_. 5. Public Hearing: Final plat application of Pomerleau Real Estate to amend a planned unit development consisting of 3 buildings on a 6.8 acre parcel, 1519 Shelburne Road. The amend- ment consists of converting 4800 sq. ft. of a 12,000 sq. ft. building currently used for retail to light manufacturing: Mr. O'Rourke stepped down during this hearing due to a conflict of interest. Mr. Bushnell said the property is located at Shelburne Rd/ Bartlett Bay Rd. The project is in the Audio Video Warehouse space and will become a woodworking area with two employees. They will also have a small office. There is existing parking for 28 vehicles and the requirement is for 25. There will be no increase in plumbing and no change in lighting. Mr. Burgess noted a net reduction in veeicle trip ends. CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service June 30, 1998 Mr. Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: CWD Contract #67, Water Treatment Plant Expansion Dear Mr. Belair, 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 Following is my response to your comments, and those of the City Engineer and Fire Department, in your letter of June 29, 1998: Zonirrgand Planning Comments 1. The third driveway requested for the site is required for several reasons: a. Access to, and egress from the new maintenance garage facility and pipe yard by maintenance vehicles and equipment, without passing through a normally congested public parking lot, b. Minimal other space available on site for construction of internal drives, c. Safe and adequate access to the site and loading dock for tractor trailer -sized deliveries of equipment and chemicals, and d. Open fire lane access to the new maintenance garage facility. 2. The required 1 "=20' scale (colored) site plans provided on the 5th of June show the previously approved bike rack at the northwesterly corner of the water treatment plant. 3. T.K. Landscape Architects of Colchester has been engaged to provide preliminary landscape design plans for the Raw Wate Pump Station site, for presentation to the Planning Commission for consideration in lieu of landscaping at the water treatment plant site. City Engineer's Comments 1. A tee and valve will be provided in the 1 '/2 " pipe in the valve vault for an emergency pump connection. 2. The concrete sidewalk is planned to be continuous across the new driveway, and an 8" thick profile will be provided. 3. It is common practice at CWD to wrap mechanical joint pipe fittings or pipe that will contact concrete thrust blocks with heavy plastic to prevent such bonding. 4. The alternate route described for the sewer force main was considered during design, but dismissed because of conflicts with other underground utilities on site, additional footage, and the cost of pavement repairs in the parking lot and drive. The selected route is across mostly virgin ground and will be easier and quicker to install. It is generally preferred to discharge a force main directly into a sewer manhole. The estimated cost of the excavation permit from the City of Burlington is $2650, a cost effective alternative to installation along a longer, more difficult route. 5. The manhole identified as the "Gas Trap Manhole" provides the grease and grit trap function. 6. Cleanouts will be provided at the sharp bends in the force main. The design detail is to be determined. 7. A bicycle rack was provided in a previously approved project. The concrete pad is provided for maintenance employees who drive motorcycles to work in the summer, instead of their cars. Fire Department Comments None Please contact me if you have additional questions or comments. Very Truly Yours, CHAMPLAIN WATER DISTRICT 'chard A. Pratt Chief Engineer / Assistant General Manager Preliminary Memo - Planning July 14, 1998 agenda items June 29, 1998 Page 2 — submit details (cut -sheets) for all exterior lighting and show location on plans. — submit a letter from the school superintendent addressing the impact of this development on the school system. — applicant should indicate the height of the proposed buildings. — dumpsters should not be located within 50 foot PUD perimeter setback. — the applicant should address the issue of safety regarding the old quarry and the cliff overlooking the Winooski River. — the applicant should indicate whether they are interested in dedicating to the City the proposed r.o.w. for Airport Parkway relocation. — prior to the preliminary plat hearing the applicant should stake the area that he is willing to dedicate to the City. CHAMPLAIN WATER DISTRICT - EXPANSION - SITE PLAN — Section 26.103(a) of the zoning regulations requires that there be a maximum of one (1) driveway per lot accessing a public street unless specifically approved by the Planning Commission. This property is currently served by two (2) driveways and this proposal is for a third driveway. Applicant should be prepared to justify this additional driveway. — the plan should show the previously approved bike rack. — the $36,500 minimum landscaping requirement is not being met. Applicant has indicated a desire to plant landscaping at their Raw Water Pump Station in lieu of plantings at the Treatment Plant site. Plans for this alternative proposal should be submitted. ROBERT & CAROL ERDMANN - 2 LOT SUBDIVISION - SKETCH PLAN The sketch plan should include the following additional information: — name and address of owner of record and applicant. — name of owners of record of all contiguous properties — date, and scale (numerical and graphic). — show wooded areas and any wetlands. 2 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 29 1998 Richard A. Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Plant Addition & Maintenance Garage Dear Mr. Pratt: ZONING ADMINISTRATOR 658-7958 Enclosed are preliminary comments on the above referenced project from City Engineer, William Szymanski, the Fire Department and myself. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Monday, July 6, 1998. If you have any questions, please give me a call. Sincerer 1 Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls A State of Vermont Department of Fish and Wildlife Department of Forests. Parks and Recreation Department of Erwironmenud Conservation July 8, 1998 Kristina L. Bielenberg Associate General Counsel Vermont Water Resources Board National Life Records Center Building Drawer 20 Montpelier, Vermont 05620-3201 AGENCY OF NATURAL RESOURCES 103 South Main Street Center Building Waterbury, Vermont 05671-0301 Re: Champlain Water District, Declaratory Ruling Request #WET-98-01 DR Dear Tina: I am writing in response to the Petitioner's June 26, 1998 fling. Because the Petitioner has agreed to withdraw its request to declassify the area as a non -wetland under the Vermont Wetland Rules (WIR), the only remaining issue is whether the wetland is significant for any of the functions set forth in § 5 of the VWR. Karen Bates, Wetland Ecologist with the Water Quality Division, has reviewed the Petitioner's analysis of the functions and values of the wetland in question. Ms. Bates reports that she concurs with the Petitioner's evaluation of these functions. In light of the fact that the Agency supports reclassifying the wetland from Class Two to a Class Three wetland, and considering the fact that the Petitioner's original request to reclassify as a non - wetland is no longer an issue, the Agency does riot believe it is necessary to appear before the Board in this matter. Accordingly, while we appreciate the opportunity to discuss this matter with the Board, the Agency does not plan to attend the July 14, -1998 Board deliberations regarding the Petitioner's request for a Declaratory Ruling. Sincerely, knGrcive n "Land Use Attomey cc: Service List TDD: 14500-253-0191 Chlorine Free 100% Recycled Paper Regional Offices - Barre/Essex Jct/Pittstord/Rudancl/N. SpringfiekVSt. Johnsbury, CERTIFICATE OF SERVICE I hereby certify that I, Tina Morgan, Secretary for the Secretary's Office of the Agency of Natural Resources, sent a copy of the foregoing letter regarding Champlain Water District (DR Request #WET-98-01DR) dated July 8, 1998, by U.S. mail, postage prepaid, to the following: Richard Pratt Chief Engineer/Asst. General Manager Champlain Water District 403 Queen City Park Road So. Burlington, VT 05403 So. Burlington City Clerk & Planning Commission & Conservation Commission 575 Dorset Street So. Burlington, VT 05403 Chittenden County R.P.C. 66 Pearl Street Essex Jct., VT 05452 Heindel & Noyes Attn: Craig Heindel PO Box 64709 Burlington, VT 05406 Hannaford Brothers, Co. PO Box 1000 Portland, ME 04104 Green Mountain Power Corp. Attn: Conrad Miller 25 Green Mountain Drive So. Burlington, VT 05403 ANR, Water Quality Division Wetlands Office 103 So. Main Street, 10 North Waterbury, VT 05671 July 9, 1998 @ Waterbury, VT i }'Zulu ,IC-1- Tina Morgan MEMORANDUM To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: July 14, 1998 Agenda Items Date: June 19,1998 ERDMANN PROPERTY - 2 LOT SUBDIVISION - SWIFT STREET Access drive to new lot should be combined with the existing driveway. As Swift Street is extended easterly to Williston traffic, volume will increase. The more road openings that are combined will help traffic flow. CHAMPLAIN WATER DISTRICT - PLANT EXPANSION - QUEEN CITY PARK ROAD 1. The sewage pumping station valve vault should have a connection for an emergency pump. 2. The sidewalk shall be continuous across the new driveway and 8 inches thick to accommodate heavy trucks. 3. Pipe that will receive concrete thrust blocks should be wrapped with plastic to prevent the concrete from bonding to them. 4. Queen City Park Road in this area is in the City of Burlington. Access to the sewer, as shown on the plans, will require a road opening permit from Burlington. This is quite expensive. If the sewage pumping station could be relocated say north of the garage and near the raw water tank and from there the force main cross the existing parking lot and tie into the existing 6 inch service in front of the existing building, it may be a little longer run, but save the cost of the road opening permit. 5. Garage shall be equipped with a grease and grit trap prior to discharge to the sanitary sewer. 6. Force main should include clean outs at the sharp bends. 1 Memorandum - City Engineer July 14, 1998 agenda items July 18, 1998 Page 2 7. A 10' x 10' concrete pad to park motorcycles seems excessive. A bicycle rack instead should be considered. ECONOMOU FARM GOLF COURSE - NOWLAND FARM ROAD ADJUSTMENT Phase II, Four Sisters Road as shown on sheet 3 of 7 with latest revision dated 5/26/98 prepared by Civil Engineering Associates is acceptable. LIME ROCK VILLAGE - AIRPORT PARKWAY 1. The City has to have a turnaround just before the Lime Kiln Bridge mainly for snow plows. If the new bridge is in place before the development, there is room to build the turnaround . However, if the development is constructed before the new bridge, the area where a dumpster is planned should be reserved for a turnaround for snow plows until such time the new bridge is in place. 2. The proposed sewage pumping station and force main will be privately maintained by the home owners. 3. City Water Department should be given a set of plans for their review. MEMORANDUM To: South Burlington Planning Commission From: South Burlington Fire Department Re: July 14, 1998 agenda items Date: June 22, 1998 1) 2) 3) 4) Far Water, Ltd. Airport Parkway Dated 6/ 14/98 We request that residential sprinklers be installed. Champlain Water District 403 Queen City Park Road Acceptable Robert Erdmann 200 Swift Street Acceptable JAM Golf LLC Dorset Street Both plans acceptable Dated 6/5/98 Dated 6/10/98 Dated 6/17/98 & 6/18/98 CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) C/7� —/,4 L17 4:2.3 %F.ud6r& 04..3.5 2) APPLICANT (Name, mailing address, phone and fax #) C10MRL,41A/ l✓/�rFz/1 �rfriLcr, �J%� .� AQQR4,-s 3) CONTACT PERSON (Name, mailing address, phon(: and fax #) 4) PROJECT STREET ADDRESS: G103 aa66V M12-G- ea,40 412LITN- , 1/7 10Jde-Z3 5) TAX MAP NUMBER (can be obtained at Assessor's Office) M'9f' <�Jr , LJr ..3 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 22/.vg&r6 TL ZZ[x� J-6 C�.-S' Ai!/LC/LY,! �.�LCC7iVl CIF Ah1 i,/'Itr/L J; b) Proposed Uses (include description and size of each new use and existing uses to remain) /o4u 4Aooz�,64,7Yiw /-j� Fv2 /-! ./-; . PzA,vi il�v�/�iav ro iuc� .sT csc � vF .v,� �3.nx� .tc, .�`'T• M�4r.�r,E,C,�sjvCF GiM�G,�, - yqiz� ,�//'/.ulr �� f�r,E !.�-,/�/1oritt�iFur� J'E.f c) Total building square footage (pro, uildings and existing buildings to remain) Ili, 4'Jc> 44,9/v1"1 A14c! C t &4C , OF /2,4,V 0449 G.c /7F/Z�cv kl.P i EjL d) Height of building & number of floors (proposed buildings ancexisting buildings to remain, specify if basement and mezzanine) k/)/,U /Z'19C;2 &&11Z J,c;:z!;, /A /-X./ 9:;� Or- /%!A/(� tJ/Go/4L/, 2AD, /gkej ii✓, .J, oiLiz 3� C1416� +/C19c-,Fi0a&-. l364lc'o /Q, 6- /2 '/;L; D.cii' l rac?Y� tiro✓ GAeRG� zo' .q-,a 0,4*:. 70 /;tic, srr�a..� r, .t/��✓ r�c�.c.� O>ir����; /1 4k,,q e v, -S Cwz r e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees (existing and proposed): Z7 % C144k � g) Other (list any other information pertinent to this application not specifically requested above): &XIA/ ��Z, ; r�7� r r .u��,��- /f�.s /-/tv/ti /A,& zlsylci-r &F �'ilvCr�f /fig tco�✓ Ga,4y,� 7) LOT COVERAGE a) Building: Existing ,3.s4 % Proposed -f•-3¢ % b) Overall (building, parking, outside storage, etc) Existing /9, &9 % Proposed /ri.7,Z % c) Front yard (along each street) Existing . j % Proposed ¢. S- % 8) COST ESTIMATES a) Building: $ Z, 7.fo. oug b) Landscaping: $ A/// � yov� vv0 c) Other site improvements (please list with cost): IVAL" M,4 Al LE<11Z UC(Z C tAG� /Sc�� GYM d 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out): EM?Z01/ZU ' 00 r2/P`1 071-V".S ; Z6 T/1i,,f b) A.M. Peak hour (in and out): Z© 72lA1 c) P.M. Peak hour (In and out): ?0 7-12 10) PEAK HOURS OF OPERATION: ?.'yy /1tii - 4i czo A°-i 11) PEAK DAYS OF OPERATION: Af&1V/7!2 Tlyl(o A�24,99!7 12) ESTIMATED PROJECT COMPLETION DATE: Jl. xjc E /; /9959 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 0 SIGNATURt OF APPLICANT /10-0 Q4-g; 6-Eki-M/J-,V46;CA sly/9� SIGNATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: �Planning Commission ❑ I have reviewed this site plan application and find it to be: Complete I., ❑ Incomplete City Planner or Designee (Apfrmsp) City Planner CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802)864-0435 CONSTRUCTION PERMIT APPLICATION CONTRACT 67 - WATER TREATMENT PLANT EXPANSION PROJECT DESCRIPTION The project is construction of a five million gallon per day capacity (5 MGD) water treatment plant expansion at the Champlain Water District (CWD) Peter L. Jacob treatment facility on Queen City Park Road in South Burlington. Construction includes one 450 square foot upflow adsorption clarifier and two 350 square foot deep bed, mixed media filters housed within a 2500 square foot concrete and masonry building addition. The improvements are essentially identical to the existing clarification and filtering processes now employed by CWD. Additional work includes demolition of a 2200 square foot maintenance garage to make space for the plant addition, construction of a new 3500 square foot replacement maintenance garage, and associated yard piping and site improvements. The purpose of the work is to provide required base load water availability to keep pace with increasing demands, while building in additional water supply reliability, including emergency backup. Rectangular HID (Wall Mount) E Series E3 Series _..�.�- _ q , r„:.. ... Rectangular Order n r Wattage/ Catalog Mounting �ryEay Description Lamp Type Number Position Perimeter Cutoll 50W MH E3405 D Wall Downlighl $9.6 70W MH 13107 1) Wall Downbghl �92 35W HPS E3503-1 Any _$59 50W HPS E3505-1 Any $60 70W HPS E3507-1 Wall Downlight $6e 100W HPS E3510-1 Wall Downlight $64 Projection Cutoll 50W MH E4405 D Wall Downlight $96 70W MY E1107-D Wall Downlight g92 35W HPS E4503-1 Any 50W HPS E4505-1 Any 70W HPS E4507 1 Wall Downlighl �62 Options: (faclory-installed) Change Add After Description Suffix To Suffix �gArM 2011V ballast (I111S only) a $76 240V ballast (IIPS only) 4 16 277V ballast (I If'S only) 2 347V ballast (70 & I WW 111"S only) 6 �16 I igh Power Factor ballast Photocell' voltage suffix P �12 Tri-volt ballast (for 70W MH)(Canada only) T $4 N07E: In Canada. 50W MII lidures supplied with Dual -volt (1201277V) ballast Bronze Color Shroud BS $4 Gold Color Shroud GS $4 Vertical Mounting (E3 Series only) V $gyp (Not available when bath hpf and photocell supplied) Tamperproof Lens Fasteners J �2 'NOTE: fixtures with laclory installed photocell supplied with single voltage ballast. Accessories: (field -installed) (Page 31) �r�yEay Description Catalog Number Puce Surface Mounling Box ESB-7 t lv Pole Mounting Bracket _ PAS-7 _$1'r lamperpr0olSrrcwdriver It's 1 _ta 6.284� it 2.2¢'I l.i 10.0, For 100W HPS w/208 or MH fixtures, the housing and the overall fixture depth 240V and all depth Is 3, Is 7.2'. E3 Series Perimeter Cuw f The reflector directs light downward to wash the wall below and to the sides of the fixture. The wide distribution permits maxiinuln spacing between fixtures. The E3 Series optics are also available for vertical mounting; add suffix "V" to catalog number. Candlepower Distribution Curve of 70W HPS E3 Perimeter Cutoff Light. 1 2 3 4 Distance In Unds 01 Mountinq Height Isofoolcandle plot of one 70W HPS E3 Perimeter Cutoff Light at 15' mounting height (plan view). The E Series photometric data in this section was developed in testing Huud lixlures with clear, 70W HPS 6,400 lumen medium base lamps. Footcandle readings for other wallages and lamp types may be obtained by multiplying the chart values by the following- Lamp/Wattages Multiplier 50W MH 0.53 70W MH 0.86 100W MH 1.41 35W ITPS 0.35 50W I IPS 0.63 IWWHPS 1.48 E4 Series Projection Cutoff The reflector projects light out and away from the fixture. An excellent' choice for lighting small parking or public areas next to buildings. candlepower Distribution Curve of 70W HPS E4 Projection Cutoff Light. 5 0 1 2 3 ! 5 Distance In Units 01 Mounting Heighl ' Isofootcandle plot of one 70W HPS E4 Projection Cutoff Light at 15' mounting height (plan view). Mounting Multipliers Height (IL) Multiplier 8' 3.52 10' 2.25 — 12' — 1.56 _- 15' 1.00 20' 0.56 25' 0.36 Specification Sheets: E3-H, E4-H Catalog Number Logic/Voltage Suffix Key ......................... Page 5 Bollard Panel...............................................Page 15 14 Accessories ................................................Page 31 SAVE EVERY DAY when you buy factory -direct from Ruud Lighting! Phone (800) 236-7000 Fax (800) 236-7500. CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service June 5, 1998 Mr. Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: CWD Contract #67, Water Treatment Plant Expansion Dear Mr. Belair, 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 Please find attached a Conditional Use Application to the Board of Adjustment and a Site Plan Review Application, both for a Water Treatment Plant Expansion Project at the Champlain Water District site on Queen City Park Road in South Burlington. A Project Description, Lot and Site Plans, and application fee are attached. An appropriate number of construction plans and specifications are also supplied with the applications. Approximate square footages of new construction include: a 2500 sq. ft. filter plant addition to the existing treatment facility, a 3500 sq. ft. garage / maintenance building to replace a similar building to be demolished to make space for the plant addition, and another 22,000 sq. ft. of new access drive and parking. During the site plan review for a recent building addition, the City required 29 parking spaces, and 34 were provided; this new project will provide an additional 14 spaces, for a revised total of 48. Exterior lighting includes a total of three new fixtures on the plant addition, and nine new fixtures on the exterior of the new garage. All will be of the current CWD standard, Ruud E-3505-1P, 50 watt, downcasting, high pressure sodium, as per the attached catalog cut. Calculations for landscaping value for this estimated $2,900,000 project indicate a requirement for a $36,500 expenditure. The plant site has virtually no space left for landscaping on this scale, and the project plans accordingly do not show any new plantings. The CWD requests that in lieu of landscaping on the treatment plant site, we be allowed to re -allocate a reasonable amount of landscaping dollars to our Raw Water Pump Station site on the lakeshore in Red Rocks Park. The parking area and embankment down to the beach could be enhanced with a designed improvement including a new stairway, walking path, plantings, landscape timbers for slope stabilization, possibly decking and / or benches, bike rack, or features that the City or Park Department consider suitable. If you have suggestions for a direction to address the landscaping issue, or if you have other questions, please contact me. Very Truly Yours, CHAMPLAIN WATER DISTRICT i i LA �)or Richard A. Pratt Chief Engineer / Assistant General Manager 6T,,4- lo, o-'7t5Y FINDINGS OF FACT & DECISION STATE OF VERMONT COUNTY OF CHITTENDEN CITY OF SOUTH BURLINGTON Re: Findings of Fact, site plan application of Brian Waxler to raze two (2) buildings and construct a 12,000 square foot building for retail use, 1242 Shelburne Road . On the "' day of June, 1998, the South Burlington Planning Commission approved the request of Brian Waxler for site plan review under Section 26.10 of the South Burlington Zoning Regulations based on the following findings: 1. This project consists of razing two (2) existing buildings and constructing a 12,000 square foot building for retail use. The ZBA on 5/11/98 °approved an application from the applicant for a conditional use permit to extend the regulations for the C 1 District 50 feet into the R4 District. 2. This property located at 1242 Shelburne Road lies within the C 1 and R4 Districts and the Bartlett Brook Watershed Protection Overlay District. It is bounded on the west by Shelburne Road, on the south by a retail building and residences, on the east by residences, and on the north by undeveloped land. 3. Access/circulation: Access is proposed to be by an existing 35 foot shared curb cut with the retail building to the south (Sleepquarters). 4. Mutual access between this property and the property to the south is proposed. Staff recommended that the Commission request a letter from the southerly property owner approving the construction of the driveway at the back of his lot to make the connection between his lot and the applicant's lot. Circulation on the site is adequate. 5. Coverage/setbacks: C 1 District: Building coverage is 21 % (maximum allowed is 30%). Overall coverage is 67.4% (maximum allowed is 70%). Front yard coverage is 18.8% (maximum allowed is 30%). Setback requirements are met. 6. Parking: A total of 64 parking spaces are required and 64 spaces will be provided including three (3) handicapped spaces and a bike rack. 7. Landscaping: The minimum landscaping requirement, based on building costs, is $10,500 which is being met. Proposed plantings include Birch, Honeylocust, Ash, Arborvitae, Viburnum and Cranberry. There are two (2) very beautiful and healthy fur trees in the front yard which will remain. 1 �,c�s7�6 4R����J �- A� � � �. r/�J � �� �,���� l� i5a 1�,�7� __�_. f.OA,a�� rfs _ . y� � i 28.109 DAY CARE FACILITY (a) Child Day Care Facility - An establishment operated as a business or service on a regular or continual basis, whether for compensation or not, to provide care, protection, supervision and/or education for children under the age of 16 outside their homes for periods of less than 24 hours a day by a person other than a child's own parent, guardian or relative. Pursuant to 24 V . S . A. Section 4409 (f ) , a state registered or licensed day care facility serving six or fewer children shall be considered by right to constitute a permitted single-family residential use of property. A day care facility which is not registered or licensed by the state or serves seven or more children shall constitute a day care center. (b) Adult Day Care Facility - An establishment operated as a business or service on a regular or continual basis, whether for compensation or not, to provide care, protection, supervision and/or education for adults with physical, emotional or cognitive impairment who require assistance and supervision or those who need restorative or rehabilitative services. Such services are provided outside the adult's home for periods of less than 24 hours a day by persons other than the adult's parent, guardian or relative. An adult day care facility shall constitute a day care center. 28.110 DEPARTMENT STORE - A large retail store, generally exceeding 40,000 square feet, which sells several lines of goods, including dry goods, clothing, household items, etc., and organized in separate departments . 28.111 DISCOUNT STORE - A department store (see definition) which sells goods at typically discount prices. 28.112 DRAINAGEWAY - With the exception of major and minor streams, all other streams, watercourses or drainageways natural in origin and having a clearly defined channel with intermittent or full year flow of water. 28.113 DWELLING, SINGLE FAMILY - A detached residential dwelling unit designed for and occupied by one family only. 28.114 DWELLING, TWO FAMILY - A detached residential building containing two dwelling units, designed for occupancy by not more than two families. 28.115 DWELLING, MULTI -FAMILY - A residential building designed for or occupied by three or more families, with the number of families in residence not exceeding the number of dwelling units provided. 28.116 DWELLING UNITS - One room or rooms connected together, constituting a separate, independent housekeeping establishment for owner occupancy or rental or lease on a weekly, monthly, or longer basis, and physically separated from any other rooms or dwelling units which may be in the same structure, and containing independent cooking and sleeping facilities and bath facilities. 91 640 2s,�,�a� =sue The site plan should be revised to: 1) provide a five (5) foot wide green space between the parking area and the northerly boundary, 2) provide landscaping in the newly revised five (5) foot strip between the parking area and the northerly boundary, and 3) the plant list on sheet 5 of 7 should be revised to indicate a minimum size of 2 '/z" caliper for the proposed Ash trees. 8. Traffic: This property is located in Traffic Overlay Zone 2 which would allow this property to generate a maximum of 63.1 vehicle trip ends (vte's) during the P.M. peak hour. ITE estimates that the proposed use would generate 58 vte's during the P.M. peak hour. The applicant was made aware that the road impact fee will range from approximately $12,156 to $12,387. 9. Sewer: The sewer allocation requested is 0 gpd. The applicant is seeking a credit for the sewer used by the buildings being razed. 10. Bartlett Brook Watershed Protection Overlay District (BBS): This property is located in the BBW and under Section 23.20 of the zoning regulations, the applicant must submit applicable information regarding the development and storm water management design to Heindel & Noyes for inclusion into the City's stormwater hydrology computer model. Prior to permit issuance, the plans should be revised to incorporate the recommendations ofHeindel & Noyes which should also be approved by the City Engineer. 11. Lighting: Exterior lighting consists of the following: — three (3) 250 watt meta': halide lamps with downcasting shielded fixtures mounted on a 20 foot pole. — five (5) 175 watt metal halide lamps with downcasting shielded fixture mounted on the building. 12. Dumpsters: A screened du:mpster storage area is proposed behind the building and will be screened by a fence. 13. Other: The R4 District portion of the property will not be able to be further subdivided because it is needed to satisfy the Traffic Overlay District requirement. DECISION & CONDITIONS Based on the above Findings of Fact, the South Burlington Planning Commission approves the site plan application of Brian Waxler to raze two (2) buildings and construct a 12,000 square foot building for retail use, 1242 Shelburne Road, as depicted on a seven (7) page set of plans, page one (1) entitled, "Brian Waxler 1242 Shelburne Road Overall Site Plan," prepared by Dubois & King, Inc., dated January, 1998, last revised 5/20/98, with the following stipulations: 2 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation June 1 1, 1998 Kristina L. Bielenberg Associate General Counsel Vermont Water Resources Board National Life Records Center Building Drawer 20 Montpelier, Vermont 05620-3201 AGENCY OF NATURAL RESOURCES 103 South Main Street Center Building Waterbury, Vermont 05671-0301 Re: Champlain Water District, Declaratory Ruling Request #WET-98-01 DR Dear Tina: Enclosed please find the Agency of Natural Resources comments in the above matter. Sin7Grove?h ely, Land Use Attorney Enclosure cc: Service List TDD: 1-800-253-0191 Chlorine Free 160% Recycled Paper Regional Offices - Barre/Essex Jct./Pittsford/Rutland/N. Springfield/St. Johnsbury STATE OF VERMONT WATER RESOURCES BOARD AGENCY OF NATURAL RESOURCES RESPONSE TO CHAMPLAIN WATER DISTRICT PETITION FOR A DECLARATORY RULING INTRODUCTION The Agency of Natural Resources has reviewed Champlain Water District's (hereafter "Petitioner") petition to reclassify a Class Two wetland to a non -wetland or, in the alternative, a Class Three wetland. The area in question is generally described as a settling lagoon that is used for the treatment of backwash water for the Petitioner's treatment plant. The lagoon is located in the north end of an abandoned quarry. While the Agency supports reclassifying this area as a Class Three wetland, based on the information included in the petition, and a review of the site by District Wetland Ecologist Karen Bates, the Agency does not support reclassifying this area as a non -wetland. As set forth below, it is the Agency's position that while the wetland area is not significant for the functions set forth in § S of the Vermont Wetland Rules (VWR), the area does exhibit characteristics set forth in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (hereafter the "Federal Manual") that indicates this is a wetland area.' WETLAND AREA UNDER PART II AND PART IV OF THE FEDERAL MANUAL - BURDEN OF PROOF Part II of the Federal Manual lists the mandatory technical criteria for wetland identification. Criteria for hydrophytic vegetation, hydric soils and wetland hydrology must be met for an area to be identified as a wetland. Part IV describes recommended methods using specific field indicators for identifying wetlands. Sections 4.24 - 4.26 of Part IV pertains to "Problem Area Wetlands." Such wetlands may not contain any of the field indicators listed in Part IV for all three criteria referred to in Part II of the Federal Manual. However, a problem area can be considered to be a wetland under the Federal Manual, and thus the VWR, if the steps outlined in § 4.26 are taken. Based on observations recorded by Ms. Bates during two visits to the site, the Agency believes this area has the potential to meet the requirements set forth in Part IV, § 4.26 of the Federal Manual (see discussion below). However, the Agency points out that the Petitioner did not address the potential for this area to meet the definition of a wetland area in § 4.24 of the Federal Manual. Because the Petitioner has the burden of proving to the Board that this is a not a wetland area, the Agency submits that the argument for identifying the area as wetland by Ms. Bates below must be addressed and refuted by the Petitioner in order to achieve a finding that this is not a wetland area. In the alternative, the Petitioner may consent to reclassifying the area as a Class Three wetland (provided the Board is convinced that the wetland is not significant for the functions set forth in § S of the VWR) thus removing the need to gather further evidence to address the issues raised by Ms. Bates. ` The Federal Manual is referenced in § 3.2 of the VWR. According to this section of the rules, the Federal Manual is used to determine the boundaries of wetland areas. WETLAND AREA UNDER PART IV § 4.24 OF THE FEDERAL MANUAL - CHARACTERISTICS OF THE AREA Under Section 4.24. problem areas are described as lacking all of field indicators needed to identify one or two of the three mandatory wetland criteria. Section 4.25 gives examples of problem areas including wetlands on glacial tills. In Section 4.26, steps are outlined for making wetland determinations in problem area wetlands. The area can be determined to be a wetland if upon reconsideration of each unmet criterion, information other than the specified field indicators identifies the presence of the criterion. A determination must be based on the best available evidence including: information obtained from such sources as aerial photos, wetland maps, soil survey maps and hydrologic records; field data collected during onsite inspection and basic knowledge of the ecology of the particular wetland type and associated environmental conditions. The quarry environment in this case is similar to the example in Section 4.25 (3) of a wetland on glacial till. In particular Ms. Bates notes that the vegetation in the quarry grows out of thin soils over impermeable rock. The area may be saturated due to groundwater movement out of the quarry walls which keeps the soils saturated for a sufficient portion of the growing season to produce anaerobic and reducing soil conditions. Indicators for hydrology may be lacking during drier parts of the year. Soil indicators are lacking because is it difficult to examine the required 18 inches of the soil profile. On June 9, 1998, Ms. Bates, District Wetlands Ecologist, did a survey of the vegetation along a lower ledge of the quarry. The site was within the area mapped as palustrine open -water wetland on the National Wetland Inventory map. A dominance of hydrophytic vegetation was present in each vegetation stratum: the shrub layer consists of 30% Nemooanthus mucronata and 30% Cornus amomum and the herbaceous layer consists of 50% Sanguisoi-ba minorand 15% Sisyrinchium mucronatum. The presence of this hydrophytic vegetation is evidence that this is, in fact, a wetland area. The other two criteria set forth in the Federal Manual, and referenced above, hydrology and hydric soils, could not be determined using the specified field indicators. However, Ms. Bates found the ledge and the three inches of fine soil to be moist. Further field investigations may show that the area is fed by a groundwater seep. The Petitioner must address this evidence that these soils may be hydric to establish that this area should be classified as a non -wetland. PETITIONER'S CLAIM It is the Petitioner's contention that because the quarry is controlled by artificial hydrologic conditions, the area should not be considered wetland under the VWR. However, the Petitioner did not follow the steps outlined in Part IV, Section 4.26 of the Federal manual to establish that the area is non -wetland. The Agency notes that there is no evidence submitted by the Petitioner that the wetland features described are created by artificial hydrologic conditions. Absent such evidence, the Petitioner has not met its burden to prove that this is not a wetland area. 2U.S. Fish and Wildlife Service. (1988) Nation/List ofP/ant Species that Occurin Wetlands: /99,6 Vermont. Washington, DC: U.S. Government Printing Office. 2 CONCLUSION For all the reasons stated above, the Agency requests that the Board reclassify the wetland from a Class Two to a Class Three wetland. Dated June 11, 1998, at Waterbury, Vermont. kGReectfully Submitted, Jonroveman, Esq Land Use Attorney ' • Consulting Hydrogeologists • Engineers VNHeindel and Noyes • Environmental Scientists PO Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 June 26, 1998 Ms. Kristina L. Bielenberg Associate General Counsel Vermont Water Resources Board National Life Records Center Building Drawer 20 Montpelier, Vermont 05620-3201 Re: Champlain Water District, Declaratory Ruling Request #WET-98-01 DR Dear Ms. Bielenberg: On April 23, 1998 Champlain Water District (CWD) submitted a Petition for Declaratory Ruling by the Water Resources Board, with the technical assistance of Heindel and Noyes (H&N), consulting environmental scientists and engineers. The Petitioner (CWD) requested either a Declaratory Ruling that their existing settling lagoon is not a wetland within the meaning of the Vermont Wetland Rules, or a re-classification from a Class II wetland to a Class III wetland. On June 11, 1998, the Vermont Agency of Natural Resources (ANR) requested that the Board re-classify the wetland from a Class II to a Class III wetland. On June 16, 1998, the Water Resources Board's Executive Officer, William Bartlett, asked in a written memorandum that CWD respond to the points in ANR's June 11, 1998 filing regarding the requested de -classification to a non -wetland status, and also requested six items of information pertaining to the settling pond and its characteristics. On June 18, 1998, Kristina Bielenberg, Associate General Counsel of the Water Resources Board, reiterated these requests in a phone conversation with Craig Heindel (H&N Project Manager and Senior Hydrogeologist), and asked for a written evaluation of the ten functional criteria for evaluating a wetland's significance contained in the Vermont Wetland Rules, Section Five. These items are addressed on the following pages. Water Resources Board Re: Champlain Water District; #WET-98-01 DR June 26, 1998 Paae 2 Revised Petition to Water Resources Board At this time, due to the substantial additional information requested regarding de- classification to non -wetland status, and in light of ANR's support of CWD's request for re- classification to Class III, the Petitioner revises their original request to re-classification of the wetland to Class III, only. Items Requested in William Bartlett's Memo of June 18, 1998 1. As described in the original petition, the Champlain Water District constructed a settling lagoon (approximately 2 acres in size) in the north end of a shallow long -- abandoned rock quarry located just south of the treatment plant. In the north end of the settling lagoon, there is an area indicated as palustrine open -water wetland (approximately 0.5 acres) on the National Wetland Inventory map. 2. This mapped wetland is located directly under the outfall of the discharge pipes from the water treatment plant, where the greatest amount of water and residual solids collects. The wetland consists primarily of open water and backwash residuals found in the northern portion of the settling lagoon. Thousands of gallons of backwash water enter this mapped wetland and settling lagoon each day. Thern also may be small areas of groundwater seepage into the steep walls of the, abandoned quarry (as indicated in a memo regarding ANR's site visit on June 9, 1998 -- see below). 3., 4., and 5. Regarding inventories of hydric soils, dominant plants, and known water. - dependent species of fauna, please refer to the section titled Evaluation of Functions and Values, below. 6. Our analysis of the significance, or lack thereof, of the functions identified in Section Five of the Vermont Wetland Rules is contained below. Evaluation of Functions and Values On June 9, 1998, Ms. Karen Bates, ANR District Wetlands Ecologist, conducted a surv(.� along a "lower edge of the quarry" in an area within the mapped wetland. The Petitioner is no longer requesting a determination of non -wetland status, and therefore finds no reason at this time to question the information provided by Ms. Bates. Water Resources Board Re: Champlain Water District; #WET-98-01 DR June 26, 1998 Page 3 Ms. Bates reported a dominance of hydrophytic vegetation during this survey: Nemopanthus mucronatus (mountain holly) and Corpus amomum (silky dogwood) in the shrub layer, and Sanguisorba minor (small burnet) and Sisyrinchium mucronatum (slender blue -eye -grass) in the herbaceous layer. She indicated that hydrology and hydric soils could not be determined using specific field indicators. On behalf of CWD, H&N offers the following information about functions and values, as defined in the Vermont Wetland Rules, Section 5.1 to 5.10, associated with the settling lagoon wetland. This information is based on field visits by Dori Barton, H&N Wetlands Ecologist, and on information contained in the June 11, 1998 ANR filing referencing Ms. Bates' field visit. Based on this information, we conclude that the wetland in question does not have significant functions and values to be protected as a Class II wetland under the Vermont Wetland Rules. 1. Water storage for flood water and storm runoff: The settling lagoon receives discharge water from CWD's water treatment plant via several large -diameter pipes. Backwash water from the filtering process is discharged to the settling lagoon on a daily basis. The settling lagoon was constructed by CWD in the north end of a shallow long -abandoned rock quarry located just south of the treatment plant, on CWD property. Given the very limited drainage area that is tributary to the settling lagoon, the lagoon wetland is not significant for the function of water storage for flood water and stormwater runoff. 2. Surface and groundwater protection: Our review of published GIS information on Wellhead and Source Protection Areas indicates no significant contribution to groundwater recharge from this lagoon. The wetland does not contribute to the flows of Class A waters. The quarry serves as a settling pond for sediment and fines from the discharge water from the drinking water filtration process at CWD, and to a very small degree from portions of CWD's parking lot near the quarry's edge. The lagoon wetland does not possess any attributes which make it significant for surface water or groundwater protection. 3. Fisheries Habitat: No fish species have been identified in the open water during field investigations. Lack of tree cover renders the lagoon of marginal quality for spawning and nursery habitat for fish. The wetland does not provide any features which provide significant fisheries habitat as outlined in the Wetland Rules. Water Resources Board Re: Champlain Water District; #WET-98-01 DR June 26, 1998 Paae 4 4. Wildlife and migratory bird habitat: The lagoon wetland is not significant for wildlife and migratory bird habitat, due to its very small size, industrial use, fluctuating water level, and proximity to industrial activities. 5. Hydrophytic vegetation habitat: The lagoon wetland is not significant for the hydrophytic vegetation function. The wetland is not the best known county example of a particular wetland type, does not provide habitat for a known rare species of hydrophytic vegetation, does not contain one or more known species at their range limits, and does not contain known disjunct plant species 40 miles or more from the nearest population. 6. Threatened and endangered species habitat: The lagoon wetland is not significant as threatened and endangered species habitat. Our review of the Vermont Heritage Program maps indicates that no threatened or endangered species are known to occur in the wetland or to have occurred there in the past 10 years. 7. Education and research in natural sciences: The lagoon wetland is not significant for education and research in natural science. The quarry is privately owned and has no known history of use for education or research. 8. Recreational value and economic benefits: The lagoon wetland is not significant for recreation, because of its industrial use on private property. The economic benefits of the settling lagoon are associated with the wastewater treatment process, not wetland attributes. 9. Open space and aesthetics: The lagoon wetland is not significant for open space or aesthetics. The wetland is not readily observed by the public, and does not possess special or unique aesthetic qualities or values as open space. 10. Erosion control through binding and stabilizing the soil: The lagoon wetland is not significant for erosion control. There are no significant erosive forces present in water bodies adjacent to the wetland, such as large waves or high current velocities. The Vermont Wetland Rules establish three classes of wetlands that are used to determine the level of protection for each wetland class. Based on the NWI map, the CWD settling lagoon wetland is considered a Class II wetland, and is afforded protection under the Vermont Wetland Rules. Our analysis of wetland functions and values shows that this Water Resources Board Re: Champlain Water District; #WET-98-01 DR June 26, 1998 Paae 5 wetland area does not exhibit any "sufficiently significant' wetland attributes, and therefore does not warrant protection under the Wetland Rules. The Petitioner therefore requests that the Water Resources Board re-classify the CWD settling lagoon wetland to Class III status. Please feel free to call Craig Heindel or me with any questions regarding the information presented in this letter. Sincerely, Dori Barton Wetlands Ecologist cc Dick Pratt, CWD Service List [U.\PROJECTS\PRP\BARTLET2. DOC [ CERTIFICATE OF SERVICE I hereby certify that on this 261h day of June, 1998, the foregoing letter regarding CHAMPLAIN WATER DISTRICT, WET-98-01 DR, was sent first class mail, postage prepaid to the following: Kristina Bielenburg Associate General Counsel Vermont Water Resources Board National Life Records Center Building Drawer 20 Montpelier, Vermont 05620-3201 Mr. Richard Pratt Chief Engineer/Assistant General Manager Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 South Burlington City Clerk, Planning Commission and Conservation Commission 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 66 Pearl Street Essex Junction, VT 05452 Hannaford Brothers Co. P.O. Box 1000 Portland, ME 04104 Green Mountain Power Corporation ATTN: Conrad Miller, Manager of Real Estate 25 Green Mountain Drive South Burlington, VT 05403 Vermont Wetland Office ATTN: Karen Bares Water Quality Division ANR, 10 North 103 South Main Street Waterbury, VT 05676 Jon Groveman, Esq. Land Use Attorney Agency of Natural Resources Planning Division Center Building 103 South Main Street Waterbury, VT 05671 Dori Barton Wetland Ecologist Heindel and Noyes U\PROJECTS\P&P\SERVLST doc PINE STREET PRIVATE DRIVE Of of Q IL PRIVATE U DRIVE z PRIVATE !� DRIVE 3 EXISTING SLOPE EASEMENT 10' x 350' `s I PAVED 7 PARKING;4 HUER 5 I �712 �Fq f�l 1 LJ LJ I WATER } o I TREATMENT p I PLANT m METER VAULT H.S. #2 z_ / z O i o OIL �1 O / PAVED 2 DRIVE - I ry m e ~ PAVED PARKING $ O co 6I O r-* 1 0 >� 3 U Oi # \ Z 0 i 0 FILTERED O WATER Q TANK t PROPOSED SLOPE EASEMENT r---------- CONTRACT 67 : WATER TREATMENT PLANT EXPANSION i N 1 T 4,2 00" E _ MO.00' GREEN MOUNTAIN POWER ������ �� FILTERED PAVEI F—L o, NEW DRIVE W W, �I EMH 0 M CF S1 Bl NE SCALE: 1 " = 60' 0' 301 60' 120, I S' 45' I I I I I I I I II 1 I I I I i I I 1 I i 4 I 1 l PARCEL SIZE 7.64 AC. s 22• sa so^ W 400.00' BUILDING FOOTPRINT 14,450 sq. ft. NEW GARAGE FOOTPRINT 3,500 sq. ft. A FRONT YARD 15,000 sq. ft. GREEN MOUNTAIN POWER Disclaimer: This drawing is a representation only, and is not a replacement for surveyed information. AMPLAIN WATER DISTRICT 4a3 QUE'ENCITYRARKROAD SOUTH BURLINGTON, VT 05403 ZW LOT PLAN ESIGNED BY: --- DATE: JUNE. 1998 DRAWN BY. SGW SCALE: 1" — 60' NECKED BY: RAP DRAWMG No. ----- JAPPROVED BY: --- ITE NAME: — I SHEET 1 OF 2 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 3, 1998 Richard Pratt Champlain Water District 403 Queen Cily Park Road South Burlington, Vermont 05403 Re: Additional Transformer Dear Mr. Pratt: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the City Planner on June 1, 1998. If you have any questions, please give me a call. Joe ith, City arty; Jw/mcp 1 Encl memo memo memo from: Dick Pratt �v. 2F � DUiL CDry ref 69 Mao TIl Aoi-CIr 04 ; i 74441 FtxlNt �DiJ RT �7 Fizzy F,V% r46e- 'plic-A ry %1 i SC/Ll�r ,u G,JlLL , 9FZ FOA(Cf CCc�J2 2 �0 %l/ii �7{Fi �JL/l�FU61i�u. �(ID�i/ �T -3.3 )/44' CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) SCd4 - 74-'s4- lF4 X /- (-, � 36, % - - 6>4�1" 2) APPLICANT (Name, mailing address, phone and fax #) --s-i 0le /V fi►(jUVlx- 3) CONTACT PERSON (Name, mailing address, phone and fax #) 4) PROJECT STREET ADDRESS: Aoi g2 � f'i!/z - /&/;J 5) TAX MAP NUMBER (can be obtained at Assessor's Office) A'AP 6V- Z407-3 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) -Xc-q Fr lab I Alk- z2 7nif= iF ,uT i C�LITc, b) Proposed Uses (include description and size of each new use and existing uses to remain) /./ 19N •9Nilz!04%%kui ;7c) %ZfJGVyI "' ,dam/Ll�l!/G �iUO/%IOC� P/1�10�[�G�.IL� �f'/'/��- /-� d'/�CU�/D T/Z✓}�S�12/�irJz IJ IWAO T/Yr¢r- 4401114!r T J�/lr t/�//,►cLT E l FT CcUJ.�iL c) Total building square footage (proposed buildings and existing bull ings to remaif ) d) Height of building & number of floors (proposed remain, specify if basement and mezzanine) /Z 1-: 1 i / JIl0/21-1 buildings and existing buildings to e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees (existing and proposed): g) Other (list any other information pertinent to this application not specifically requested above): jc/^r 1b 771hir T/ems 19P1v4(_4l 041 i-s /94• 7) LOT COVERAGE a) Building: Existing .-3-30 % Proposed -3- J"I % b) Overall (building, parking, outside storage, etc) Existing i6�t &,,' % Proposed % c) Front yard (along each street) Existing % Proposed 4- s % 8) COST ESTIMATES a) Building: $ X/A b) Landscaping: $ 4//Iq c) Other site improvements (please list with cost): x/0 CrVII&Gxs %u 6f%, d, ly/f.A0 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out): eg'b F,0RZOL , 7,?/ems b) A.M. Peak hour (in and out): zo r12-1 f c) P.M. Peak hour (In and out): 20 10) PEAK HOURS OF OPERATION: _ 7: Uv AA - 4 :oo PAI 11) PEAK DAYS OF OPERATION: FlzLpj 2 12) ESTIMATED PROJECT COMPLETION DATE: 6n1/ l v 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. crkr� 4ILy�4� &Wr 6"�6l-4 SIGNATURE OF APPLICANT DATE OF SUBMISSION REVIEW AUTHORITY SIGNATURE OF CO -APPLICANT Do not write below this line ® Planning Commission 0 City Planner I have reviewed this site plan application and find it to be: Comple ® Incomplete Y) City Planner or Designee batd (Apfrmsp) City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 20, 1998 Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Addition Dear Mr. Pratt: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and comments from City Engineer Bill Szymanski and myself. Comments from the Fire Department were sent to you at an earlier date. Please be sure someone is present on Tuesday, February 24, 1998 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Since ly, Jo Weith, City Planner JW/mcp Encls State of Vermont %" WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1167 PIN: EJ96-0094 Landowner: Champlain Water District Address: 403 Queen City Pack Road South Burlington, VT 05403 This project, consisting of const; acting a 950 square foot addition to the existing Water Treatment Plant building referenced in Certification of Compliance 300033-1 and 300033-2 and letter to Geoffrey Green, Act 250 Environmental Coordinator, dated July 13, 1987, served by municipal water and sewer services, located off Queen City Park Road in the city of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250 case number 300033. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Labor and Industry -phone (802) 828-2106 or (802) 658-2199 and local officials Prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: "Site Plan", Sheet 2 of 2 " dated Jan. 1998 prepared by Champlain Water District. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 3. No alterations to the building that would change or affect the exterior water supply or sewage disposal, or the approved use of the building shall be allowed without prior review and approval from the Agency of Natural Resources. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. Water Supply & Wastewater Disposal Permit WW-4-1167 Champlain Water District Page 2 6. All conditions set forth in Certification of Compliances 300033-1 and 300033-2 shall remain in effect except as modified or amended herein. 7. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local ,personnel. Dated at Essex Junction, Vermont on March 26, 1998. Canute E. Dalmasse, Commissioner Department of Environmental Conservation ByZe � ��2-L� Ernest P. Christianson Regional Engineer c For the Record South Burlington Planning Commission & Select Board Act 250 coordinator-300033 Department of Labor & Industry Water Supply Division City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 March 27, 1998 Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Addition Dear Mr. Pratt : ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the March 3, 1998 Planning Commission minutes and the Findings of Fact and Decision on the above referenced project approved by the Planning Commission on March 3, 1998 (effective 3/10/98). Please note the conditions of approval. 1f you have any questions, please give me a call. 4Siny,th, City Planner JW/mcp 2 Encls City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 March 16, 1998 Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Addition Dear Mr. Pratt: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the City Planner on March 3, 1998 (effective 3/10/98). Please note the conditions of approval. If you have any questions, please give me a call. City Planner JW/mcp 1 Encl March 9, 1998 Mr. Raymond Blair city of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Champlain 'dater District Dear Raymond: Upon receipt of a signed Letter o! Credit irom Jim Fay of the Champlain *rater District, Chittenden Bank will issue a Letter of Credit on behalf of the City of South Burlington in the amount of $6,540.00. Should you have any questions r,egardina Chic matter, please call me at 660-1356. r inc David E. Olson Vice President Government Banking DEO/deo Two &jrlingron square + P. O. B_�x 82i.? • Burl?pgn�.,n, Vermont • 05402-08-10 • 80-1-658-4000 NOTICE OF APPLICATION AND HEARING ACT 250 MINOR APPLICATION #300033-8 10 V.S.A., CHAPTER 151 Notice is hereby given that on February 17, 1998, an application was filed by Champlain Water District, 403 Queen City Park Road, South Burlington, Vermont 05403, for a project generally described as the construction of a 950 square foot addition to the existing water treatment facility. The project is located on Queen City Park Road in the City of South Burlington, Vermont. The District Environmental Commission will treat this application under Environmental Board Rule 51 -- Minor Applications (amended effective 9/l/84). A proposed permit has been prepared by the Commission and is available at the Commission's office. Findings of Fact and Conclusions of Law will not be prepared unless a public hearing is requested. The request shall state in writing with specificity why a hearing is required and what additional evidence will be presented pursuant to Environmental Board Rule 14. No hearing will be convened unless, on or before March 10, 1998, a party notifies the Commission or the Commission sets the matter for hearing on its own motion. If a timely hearing request is received, the hearing will be convened on or before March 30, 1998, or as soon after that date on which a hearing can be arranged. Parties entitled to participate are the municipality, the municipal planning commission, the regional planning commission, state agencies, adjoining property owners, and persons granted party status pursuant to Environmental Board Rule 14(B). Dated in Essex Junction, Vermont, this A day of February, 1998. By'"`m James -Boyd District #4 Coordinator 111 West Street Essex Junction, VT 05452 879-5662 +R77*, STATE OF VERMONT ENVIRONMENTAL BOARD DISTRICT ENVIRONMENTAL COMMISSION # 4 111 West StreeteEssex Juncbon*Vermonte05452e(802) 879-56149Fax: (802) 879-3871 MEMORANDUM DATE: February 23, 1998 TO: All Parties , FROM: James Boyd, District #4 Coordinator RE: 4300033-8, Champlain Water District and, South Burlington Enclosed for your review is a copy of the proposed Land Use Permit for the above referenced project. As indicated in the Notice of Application and Hearing, this application is being processed as a "Minor" pursuant to Environmental Board Rule 51 (as amended on September 1, 1984) and no hearing will be held unless specifically requested. Any hearing held at the request of a party would only be for the purpose of considering issues raised by the requesting party under the appropriate criteria of Act 250. Because this proposed permit has been prepared based upon consultations with only the Chair ,of the District Commission, it is subject to further revision or amendment after review by the full District Commission. The District Commission will not issue a Land Use Permit in this case until the applicant has filed: 1) A Water Supply and Wastewater Disposal Permit issued by the ANR-DEC Wastewater Management Division 2) Municipal impact Questionnaire The 60 day deadline for issuance of a Land Use Permit set forth in 10 V.S.A. 6085(d) shall be deemed waived until such information is filed, unless a written objection is filed with the Commission on or before March 10, 1998. Please contact me at the District Office, telephone 879-5662, if you have any questions regarding this proposed permit or the "Minor" application procedure being used to process this application. ,r � 2/24/98 MOTION OF APPROVAL CHAMPLAIN WATER DISTRICT I move the South Burlington Planning Commission approve the site plan application of Champlain Water District to amend a previously approved plan for an 11,000 square foot drinking water treatment facility. The amendment consists of constructing a 950 square foot addition and related site modifications, 403 Queen City Park Road, as depicted on a 17 page set of plans, page one (1) entitled "Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Site Plan," prepared by CWD, dated January, 1998, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plat plan shall be revised to show the changes listed below and shall require approval of the City Planner. Three (3) copies of the approved revised plat plan shall be submitted to the City Planner prior to permit issuance. a) The site plan and landscaping plan shall be revised to show the seven (7) spaces in the front parking lot as 90' perpendicular. 3. The front parking lot shall be restriped to provide perpendicular parking spaces prior to the issuance of a Certificate of Occupancy/Compliance. 4. Prior to issuance of a zoning permit, the applicant shall post a $6540 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 5. Pursuant to Section 26.105(a) of the zoning regulations, the South Burlington Planning Commission grants the applicant a $1350 credit for existing trees on the site. 6. All new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. The existing pole mounted flood light at the front of the property shall be removed or replaced with a downcasting shielded fixture approved by the City Planner. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 0.9 additional vehicle trip ends during the P.M. peak hour. 8. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the addition. 10) Any change to the site plan shall require approval by the South Burlington Planning Commission. 2 MEMORANDUM To: South Burlington Planning Commission From: Joe Weith, City Planner Re: February 24, 1998 agenda items Date: February 20, 1998 3) CITY PLANNER REPORT Enclosed are the Findings of Fact and Decision for the following site plan application: a) Site plan application of Shelburne Plastics to amend a previously approved site plan for a 32,492 square foot light manufacturing facility. The amendment consists of increasing the size of the previously approved addition by 1348 square feet, 8 Harbor View Road. 4) CHAMPLAIN WATER DISTRICT - ADDITION - SITE PLAN This project consists of amending a previously approved plan for an 11,000 square foot drinking water treatment facility. The amendment consists of constructing a 950 square foot addition and related site modifications. This property was last reviewed on 2/6/90 (minutes enclosed). The ZBA on 2/23/98 will consider an application from the applicant for a conditional use permit for this expansion. This property located at 403 Queen City Park Road lies within the C 1 District. It is bounded on the north by Queen City Park Road, on the east and west by undeveloped land, and on the south by Hannaford Plaza. Access/circulation: Access is provided by two (2) 20 foot curb cuts on Queen City Park Road. No changes proposed. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 3.6% (maximum allowed is 30%). Overall coverage is 18.7% (maximum allowed is 70%). Front yard coverage is 4.5% (maximum allowed is 30%). Setback requirements are met. Memorandum - Planning February 24, 1998 agenda items February 20, 1998 Page 2 Parking: A total of 29 spaces are required and 34 spaces including one (1) handicapped space and p s a bike rack are being provided. The seven (7) angled spaces in the front parking lot should be restriped to be perpendicular. Landscaping The minimum landscaping requirement, based on building costs is $6540 which isre not being met. The proposed landscaping, which includes Lilac, Crabapple and Yew, has an estimated value of $5190 which is $1350 short of the requirement. Applicant is seeking a credit for this shortfall. Traffic: ITE estimates that the current facility generates 10.8 vehicle trip ends (vte's) during the P.M. peak hour and with the addition to generate 11.7 vte's which is a 0.9 vte increase. The applicant should be aware that the road impact fee is $210.18. Dumpster: The dumpster is located behind the building. Li hting Existing exterior lighting consists of the following: — two (2) 250 watt mercury vapor street lights, one at each driveway entrance. — three (3) 150 watt high pressure sodium pole lights with downcasting shielded fixtures. — one (1) 250 watt high pressure sodium pole mounted flood light. This flood light should be removed or replaced with a downcasting shielded fixture approved by the City Planner. Proposed exterior lighting consists of the following: — one (1) 50 watt building mounted high pressure sodium light with a downcasting shielded fixture. — four (4) 95 watt in -ground uplights to illuminate the sign. 5) ANTONIO POMERLEAU - LIGHT MANUFACTURING - REVISED FINAL PLAT This project consists of amending a planned unit development consisting of three (3) buildings on a 6.8 acre parcel, 1519 Shelburne Road. The amendment consists of converting 4800 square feet of a 12,000 square foot building currently used for retail to light manufacturing. The last review 2/24/98 MOTION OF APPROVAL CHAMPLAIN WATER DISTRICT I move the South Burlington Planning Commission approve the site plan application of Champlain Water District to amend a previously approved plan for an 11,000 square foot drinking water treatment facility. The amendment consists of constructing a 950 square foot addition and related site modifications, 403 Queen City Park Road, as depicted on a 17 page set of plans, page one (1) entitled "Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Site Plan," prepared by CWD, dated January, 1998, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plat plan shall be revised to show the changes listed below and shall require approval of the City Planner. Three (3) copies of the approved revised plat plan shall be submitted to the City Planner prior to permit issuance. a) The site plan and landscaping plan shall be revised to show the seven (7) spaces in the front parking lot as 90' perpendicular. 3. The front parking lot shall be restriped to provide perpendicular parking spaces prior to the issuance of a Certificate of Occupancy/Compliance. 4. Prior to issuance of a zoning permit, the applicant shall post a $6540 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 5. Pursuant to Section 26.105(a) of the zoning regulations, the South Burlington Planning Commission grants the applicant a $1350 credit for existing trees on the site. 6. All new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. The existing pole mounted flood light at the front of the property shall be removed or replaced with a downcasting shielded fixture approved by the City Planner. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 0.9 additional vehicle trip ends during the P.M. peak hour. 8. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the addition. 10) Any change to the site plan shall require approval by the South Burlington Planning Commission. Fa Preliminary Memo - City Engineer February 24, 1998 agenda items February 5, 1998 Page 2 CHAMPLAIN WATER DISTRICT - QUEEN CITY PARK ROAD Site plans prepared by Dufresne -Henry, Inc. dated January, 1998 are acceptable. GRACE POMERLEAU FURNITURE - SHELBURNE ROAD Site plan prepared by Civil Engineering Associates dated November, 1997 are acceptable. 12 PLANNING COMMISSION 20 JUNE 1989 PAGE 2 Ms Peacock moved the Planning Commission approve the revised site plan application of W.W. Grainger, Inc, for construction of a 14,982 sq. ft. building (Phase I) for wholesale/distrib- ution use as depicted on a plan entitled "W.W. Grainger, Inc, lot 13, Green Tree Park, South Burington, Vermont," prepared Trudell Consulting Engineers, Inc, and dated 4/24/89, last revised 6/15/89, with the following stipulations: 1. Stipulations 1 through 4 in the original site plan approval dated 6/13/89 shall apply. 2. "No Parking" signs shall be installed in the truck turn- out area of the parking lot (directly across from loading dock) 3. This approval is based on the expressed representation of the applicant that no trailers will be used for storage on the lot. 4. The zoning permit shall be obtained within 6 months or this approval is null and void. Mrs. Maher seconded. Motion passed unanimously. 4. Site plan application of the Champlain Water District for construction of a 3900 sq. ft. addition for water service operation use and construction of a 1.0 M.G. water storage tank, 403 Queen City Park Rd. Mr. Jacob stepped down during this discussion. Mr. Pratt said this is Phase 2 of a 2-phase project. The scope of the work has changed since Phase 1. At least the tank will be postponed for a year. If bids are very high, they may have to phase out the retrofit of some facilities. They do plan to do the addition. There is an existing paved parking lot and also an 11-car graveled lot and a temporary access drive to the east of the plant. When the filter addition is on, they will be right up to the 15 ft. setback. They have asked to use that 15 ft. for a one-way access drive. The Fire Chief has approved this idea. There will be about 3-5 ft. of fill along the edge of the road. Theywill seed the slope and put in plantings. Ms. Pugh asked why the access sign that was part of the orig- inal stipulation is not in. Mr. Pratt did not know. Mr. Weith said CWD will need to get everything into one plan before permit. They will also have to record easements with Green Mountain Power for use of the slope and also a snow PLANNING COMMISSION 20 JUNE 1989 PAGE 3 storage agreement. The Fire Chief also wants the hydrant that should have been done in 1987. Mr. Weith also noted the side yard setback has to be 15 feet. Mrs. Maher said she would prefer landscaping in addition to grass on the slope. Other members agreed. The City Planner was given authority to determine what would be sufficient to secure the slope. Ms. Peacock raised the question of paving to the quarry edge. Mr. Pratt said the edge of the quarry is irregular and they will maintain the contour as it is. They propose a 10 foot buffer with a barrier between the paved parking and the quarry. Mr. Weith noted the City Engineer has approved the runoff plan. Ms. Peacock moved the Planning Commission approve the Site Plan application of Champlain Water District for construction of 3,900 sq. ft. addition (3300 sq. ft. footprint with 600 sq. ft. below grade) for water service operations use and construction of a 1.0 M.G. water storage tank as depicted on a 3 page set of plans titled "Direct Filtration Plant Ex - Paving Plan, Erosion Control Plan," prepared by R.A.P. and dated 5/89 with the following stipulations: 1. A landscape plan sha the slope area on GMP p be approved by the Citv to be de permit. ubmitted showi to the east. s in Planner. A 3-year bond in an amount Ulnnncr chnl l 1-, r.—c.*—A --4 a-.. 2. Plan Sheet C-3 shall be revise to show: a_. A 15 ft. wide access drive along the east property line as shown on Sheet C-1; and b. the_proposed drainage plan as shown on Sheet C-1 3. The planshall to show a side yard setback dimension from the east property line of at least 15 feet. 4. A slope rights and snow storage agreement with the 5. The proposed 15 ft. drive along the east property line shall be signed "one way only." Th ia shall kpindioatCd on the plan. V' I PLANNING COMMISSTON 20 JUNE 1989 page 4 6. A fire hydrant shall be installed at a location to he determined by the Fire Chief. licant expressed th ved area and the oil stalled b 8._ A revised elan addressing stipulations 1, 2. 3, S. 6, and 7 shall be submitted to the City Planner for approval prior to permit. 9. The zoning permit shall be obtained within 6 months or this an- nroval s null and void.^ Ms.'Pguh seconded. Motion passed unanimously. S. Discuss nronosed *public imnrovements and scenic 'v ela/natural area protection stu w to a conducted or 'the area under interim zoning. Fir. Weith said the nurnose of interim zoning is to plan future Public irnnrovements. He has received a go-ahead to hire the con- sultant. What the study will be looking for is a) a scenic view/ natural area inventory; b) develonment of an official man with future streets, schools, etc; c) a short report on why these im- nrovements are being nronosed where they are. The consultant being ?fired is Terry Boyle. A Technical Advisory Committee is also being formed to meet with Mr. Boyle. Mr. Jacob was selected as the planning Commission representative to this Committee. 6. Review nronosed amendment to the South Burlington Subdivision Regulations -to clari_v the. definition of subdivision to inc u e oun ary a ust-ments —which. result in lots t erea ter capable ot su Y cTi—visibn. fir. Jacob read the nronosed amendment. The Commission annroved the wording, and For. Weith will warn it for public hearing. 7. Review pro -nosed amendment to Section 18.102 of the South Burlington Zoning Re ulations to require a setback of 30 ft. or side or rear yards which abut a right of way designateJ for a future street. Ms. Pugh read the nronosed amendment and members annroved the wording. As there was no further business to come before the Commission, the meeting adjourned at 8:40 nm. Cler CONTRACT 69 : HIGH SERVICE PUMP UPGRADE AND BUILDING ADDITION 0 a e 0 1 PROPERTY OF - - - - - - - - - - - --- - CITY OF SOUTH BURLING GREEN MOUNTAIN GREEN MOUNTAIN POWER R.O.W POWER i-..-.-..-..-..-..-..-..-..® .. � 9 ED IN FILTERED WATER TANK Q PAVED PARKING LOT GRAVEL STORAGE AREA RAW WATER TAN K QUEEN CITY PARK ROAD 0 O FOUNTAIN NEW\C�EEI� W�LL\ P VE N Z NING BOUNDRY \ PA KI G OT -- - - -0- -- - - - - - - - - - - - NEW TRANSFORMER .- ..-..-.....-.. -..-..-..-..-..-.. 1■■ ■■■■■NEW ADDITION NEW BIKE RACK WATER TREATMENT PLANT DUMPSTER� CHEMICAL STORAGE BUILDING ® GARAGE PAVED PARKING LOT LIMITS OF ABANDONED QUARRY SCALE: 1" = 40' 0' 20' 40' W. 10' 30' 60, FILTERED WATER TAN K _��EXISTING SLOPE EASEMENT 10' x 350' i PROPERTY OF GREEN MOUNTAIN POWER RECE-1 1�� ED i rF8 �G of So. Burfirlatc-, Disclaimer: This drawing is a representation only, and is not a replacement for surveyed information. SITE PLAN DESIGNED BY: --- DATE: JAN. 1998 DRAWN BY: PCT SCALE: 1- - 40' CHECKED BY: RAP DRAWING No--- --- PPROVID BY: --- 'PU NAME: 1117DIda ISHEET 2 OF 2 PINE STREET Q O PRIVATE DRIVE Q n PRIVATE U DRIVE PRIVATE DRIVELLJ Z W a PAVED PARKING - LOT I FOUNTAIN ' � a 0 METER VAULT- H.S. #2_ Q PAVED DRIVE f r� (D �Io m- w OI a_ 3 M Q z- ol z w- w C- 01 EXISTING SLOPE EASEMENT 10' x 350' 4 5 ®3 ®2 C1 C2 ® 1 WATER TREATMENT PLANT NEW ADDITION PAVED PARKING LOT FILTERED WATER TANK CONTRACT 69 : HIGH SERVICE PUMP UPGRADE BUILDING ADDITION N 17 42' 00' E 350.00' - PAVED PARKING LOT FILTERED WATFQ -` TAI GARAGE PAVED PARKING LOT A W CHEMICAL STORAGE BUILDING O o' o w o Y Z O 00 0 CK Q m Q GRAVEL STORAGE AREA RAW WATER TANK V SCALE: 1 " = 60' 0' 30' 60' 120' 15' 45' LIMITS OF ABANDONED QUARRY GREEN MOUNTAIN POWER 49 3% 450-1 S 22• -14• 30. w PARCEL SIZE 7.64 Ac. 400.00•--.---�_ BUILDING FOOTPRINT 11,950 sq. ft. FRONT YARD 15,000 sq. ft. GREEN MOUNTAIN POWER Disclaimer: This drawing is a representation only, and is not a replacement for surveyed information. 'IN LOT PLAN a BY: --- LOT PLAN a BY: --- I DATE: JAN. I BY: SGF SCALE: 1' - 00' D BY: RAP DRAWING No. rD BY: --- ----- MEA1117SUE SHEET I Or 2 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 4, 1998 Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: Addition Dear Mr. Pratt: ZONING ADMINISTRATOR 658-7958 Enclosed are preliminary comments on the above referenced project from the Fire Department and myself. Comments from the City Engineer will be sent to you when they are available. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Friday, February 13, 1998. If you have any questions, please give me a call. SinceyA�ly, Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls FEB-17-98 TUE 10:50 P. 02 E L`l- �+ IM3-Hi00 Hr�,ntc 41• 1M3•N100 Natural Cast li!(u �c•T 14 volt Ch-at lcmpuryrl Lpm; Ib101'c-V!y VJ(JC( 100MV wart M"9., R--lip/PAfrJN Lamp -v 1S3•H70 Rroop; �~ zj�- I53-N70 Nplural Cast Brame I.-V Volt --- Cfear Tumpereh (_Grit, l hyll Pressvre SOdnun NHPS watt Ma. E; > Leon,) lA1-H mil" lytn�,,, 1AJ ,ahnn' \o,Ni GRAZING Gr:anng provider Inyhhynt the texture of retm-ig walls prlvac, lac.:adps nhtlllneys or shadow acid Ilyhl can dimrnstonal apocal of work Cirri-%Intj IF. AGC01 [Me source ul Ityld wilt SurtACF'JnrJ rj1IT1i11g It nul hurltunldlly or Inw, IS rlol a gout luchnlyt. dlurnlnum vinyl or cial FAX NO. 8028862260 ��, [A3-N I•l3-H 1 O0 Bronze - H3•N190 Nwaa1 Ca.-r Bronze - 100 volt ;leer Temperr;n Len: dotal Hetrde '00MH Wart Mea 7 Len�p A3•H Rroro(' IA3•N NaWrIll CaSt BrOMP 120 Vc/ lerdr 700,purc d Lens 150 Walt !j/laA P-401PARM t Fimp :• ar�• J�- a a I 22 - I l If'.11 r •1 '1.1l,rl.(Int l..lcllr` Rectangular HID "Vaall Mount) E Se �.. �'= K E$ Series n 41 '5.�. Rectangular Order I Wattage/ Catalog Mounting �re�Fn�y Description Lamp Type Number Position pro Perimeter Cutoff 50W MH E3405-D Wall Downlight g94 70W MH E3407-D Wall Downlight �42 35W HP E3503-1 Any 0 HPS E3505-1 Any 4`r50 70W S E3507-1 Wall Downlight �62 10OW HPS E3510-1 Wall Downlight -to Projection Cutoff 50W MH E4405-D Wall Downlight 96 70W MH E4407-D Wall Downlight tm 35W HPS E4503-1 Any 4t58 50W HPS E4505-1 Any $6.0- 70W HPS E4507-1 Wall Downlight �6 Options: (factory -installed) Change Add After Description Suffix To Suffix P08V ballast (HPS only) 3 240V ballast (HPS only) 4 —14 277V ballast (HPS only) 2 14 347V ballast (70 & 100W HPS only) 6 t16 High Power Factor ballast H Photocell' voltage suffix P _fig t12 Tri-volt ballast pot 70W MH)(Canada only) T $¢ NOTE: In Canada. 50W MH fixtures supplied with Dual -volt (120/277V) ballast. Bronze Color Shroud BS g4 Gold Color Shroud GS g�¢ Vertical Mounting (E3 Series only) V $10 (Not available when both hpf and photocell supplied) Tamperproof Lens Fasteners J "NOTE: Fixtures with factory -installed photocell supplied with single voltage ballast. Accessories: (field -installed) (Page 31)�Y Description Catalog Number Surface Mounting Box ESB-7 Pole Mounting Bracket PAS-7 Tamperproof Screwdriver TPS-1 $1� e.5. 4.2'.,I.2.2,�� 10. s 1 10.0• For 100W HPS w/208 or MH fixtures, the housing and the overall fixture depth 240V and all depth Is 3% is 7.2'. 16 pies 3 SE eries Perimeter C f The irects light downward to wash the wall below and to the sides of the fixture. The wide distribution permits maximum spacing between fixtures. The E3 Series optics are also available for vertical mounting; add suffix "V" to catalog number. Candlepower Distribution Curve of 70W HPS E3 Perimeter Cutoff Light. @MIN 7 1 2 3 4 5 Distance In Units Of Mounting Height Isofootcandle plot of one 70W HPS E3 Perimeter Cutoff Light at 15' mounting height (plan view). The E Series photometric data in this section was developed in testing Ruud fixtures with clear, 70W HPS 6,400 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.53 70W MH 0.86 1DOW MH 1.41 35W HPS 0.35 50W HPS 0,63 100W HPS 1.48 E4 Series Projection Cutoff The reflector projects light out and away from the fixture. An excellent' choice for lighting small parking or public areas next to buildings. Candlepower Distribution Curve of 70W HPS E4 Projection Cutoff Light. �"''1111=000PEA f�� NFM INE M MM WE 0 1 2 3 4 5 Distance In Units Of Mounting Heigh S ' Isofootcandle plot of one 70W HP E4 Projection Cutoff Light at 15' mounting height (plan view). Mounting Multipliers Height (ft.) Multiplier 8 3.52 10, 2.25 12' 1.56 15' 1.00 20' 0.56 25' 0.36 Specification Sheets: E3-H,E4-H Catalog Number Logic/Voltage Suffix Key ......................... Page 5 14 Bollard Panel ............................................... Page 15 Accessories ................................................ Page 31 SAVE EVERY DAY when you buy factory -direct from Ruud Lighting! Phone (800) 236-7000 Fax (800) 236-7500. 70 - construction cost. This exemption does not apply to a structural alteration which results in an exterior addition or enlargement. 28.124 LIGHT MANUFACTURING - The processing and fabrication of certain materials and products where no process involved will produce noise, vibration, air pollution, fire hazard, or noxious emission which will disturb or endanger neighboring properties. Light manufacturing includes the production of the following goods: Home appliances; electrical instruments; office machines; precision instruments; electronic devices; timepieces; jewelry; optical goods, musical instruments; novelties; wood products; printed material; lithographical plates; type composition; machine tools; dies and gages; ceramics; apparel; lightweight non-ferrous metal products; plastic goods, pharmaceutical goods; and food products, but not animal slaughtering, curing, nor rendering of fats. 28.125 LOT (a) A lot is a parcel of land owned by a lot owner, the boundaries of which are: (1) established by a deed or deeds recorded in the land records of the City of South Burlington, and the records of any public road right-of-way; or (2) shown on a plat approved by the South Burlington Planning Commission pursuant to subdivision regulations, provided such approval has not expired. (b) When a lot owner owns a lot which fails to meet minimum lot size requirements and such lot is contiguous to another lot owned by the same lot owner, such contiguous lots shall constitute a single lot, except that: (1) contiguous lots which as of June 7, 1947 were devoted to separate and independent uses shall constitute separate lots so long as such lots continue to be devoted to separate and independent uses; or (2) contiguous lots which are devoted to uses approved as separate uses under the South Burlington Zoning Regulations shall constitute separate lots provided such uses are conducted in compliance with the terms and conditions of the approvals granted; or (3) contiguous lots which are shown on a plat approved by the South Burlington Planning Commission pursuant to subdivision regulations shall constitute separate lots provided such approval has not expired. 28.126 LOT, OWNER - A lot owner is the record owner of fee title to a lot. 28.127 LOT FRONTAGE - The boundary of a lot along a public street. 28.128 MANUFACTURED HOME - Means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without permanent foundation when connected to the required utilities. For flood plain management purposes the term "manufactured home" also includes park trailers, travel trailers, and other similar vehicles placed on a site for greater than 180 consecutive days. For insurance purposes the term "manufactured home" does not include park trailers, travel trailers, and other similar vehicles. 28.129 MULTI -FAMILY UNIT - A dwelling unit within a structure containing 93 CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service February 11, 1998 Mr. Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: CWD Contract #69 Building Addition Dear Mr. Belair, 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802)864-0435 This letter, and the attached, revised site plan is in response to your preliminary project comments of February 2, 1998. I expect that we will be unable to meet the minimum landscaping requirement of $6540. Although I may be able to find space for one or two more street trees along our frontage, they must be dwarf species or minimum 10-15' height to avoid overhead power lines, and minimize tree heights within the 50' wide Green Mountain Power easement across our front yard. I will request relief from the total landscaping requirement, and will supply an alternate landscaping proposal accordingly. The attached revised site plan indicates that the three parallel parking spaces in the front parking lot have been eliminated. Cut sheets are not available for the four new in -ground decorative uplights (95 watt) until the project's contractor provides equipment submittals for approval. The locations and details are shown on page E2 of the construction drawings. These four new lights are intended for sign illumination, and replace three on -ground incandescent lamps that were removed five to seven years ago. Following is a summary of existing exterior lighting at the plant site: • Two Burlington Electric -owned, 250 watt, standard mercury vapor street lights, one at each of the driveway entries to the site. One Green Mountain Power -owned, 250 watt, high pressure sodium utility fixture illuminating the front parking lot of the plant. • At the west parking lot, three 150 watt high pressure sodium downlights that replaced four 250 watt mercury vapor lights around 1994. • Four wall -mounted, perimeter cutoff downlight fixtures at the building entry doorways. At the loading dock at the rear of the building, one 250 watt high pressure sodium security light. CWD is aware of the road impact fee. The revised site plan mentioned earlier indicates an additional 14 parking spaces at the rear of the plant. By my count, this brings the total to 33 standard parking spaces, and one handicapped. I believe this count addresses the parking requirement for the site. Very Truly Yours, CHAMPLAIN WATER DISTRICT Richard A. Pratt Chief Engineer / Assistant General Manager MEMORANDUM To: Applicants/Project Files From: Raymond J. Belair, Zoning & Planning Assistant Re: Preliminary Comments, February 24, 1998 agenda items Date: February 2, 1998 MIKE BARRY & TOM CHASE - MULTIPLE USES - SITE PLAN — the existing floodlight on the rear of the southerly building should be removed or replaced with a downcasting shielded fixture by the City Planner. — applicant must construct the connector between the two (2) buildings as two (2) separate buildings are not allowed. — the front yard coverage shown on the approved 1988 plan was 41 %. This plan shows a 50% front yard coverage. The Commission can not approve the additional front yard coverage. Plan should be revised to show the front yard coverage not exceeding 41%. — the applicant is currently using a driveway on the adjacent property to the east owned by Berard to access the rear of the property. There is no formal easement providing this access. Staff recommends that this easement be obtained from Berard and that it be shown on the plan prior to permit issuance. — the parking aisle serving spaces 125-137 does not meet the 22 foot width requirement. Plan should be revised to meet this requirement. — parking aisle serving spaces 122-124 does not meet 24 foot width requirement. — parking spaces 116-119 should be eliminated. — parking space 115 should be eliminated to meet the 24 foot aisle requirement. — the plan should show the 100 foot C.O. District boundary from the Winooski River. CHAMPLAIN WATER DISTRICT - ADDITION - SITE PLAN — the minimum landscaping requirement, based on building costs, is $6540 which is not being met. Landscaping proposed is $6100 short of this requirement. Staff recommends that street trees with a minimum size of 34" caliper be planted along the property's frontage to meet the minimum requirement. — the three (3) proposed parallel parking spaces n the front parking area must be eliminated as there is not sufficient room for two (2) row of parking. — provide exterior lighting details (cut -sheets) for all existing and proposed exterior lights and show locations on the plan. — applicant should be aware that the road impact fee is $210.18. Preliminary Memo - Planning February 24, 1998 agenda items February 2, 1998 Page 2 — a total of 29 parking spaces are required and with the loss of the three (3) parallel spaces, 20 spaces will be available. Plan should be revised to provide nine (9) spaces in the parking lot at the rear of the plan. If the 11 company vehicles are parked in the rear parking area, this should be shown, in which case no additional spaces would be needed. ANTONIO POMERLEAU - LIGHT MANUFACTURING - REVISED FINAL PLAT — plans submitted are acceptable. MBL ASSOCIATES - REVISE MULTI -FAMILY UNITS - REVISED FINAL PLAT plans submitted are acceptable. JOHN LARKIN - ADD DECKS & REMOVE CHAIN/GATE - REVISED FINAL PLAT — bike rack should be installed — plan submitted is acceptable. ��� P s ��� d � ���U� l � x 2� =� �� CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) airy >o/�j1G /1d Sn 00pl ff-4z 4, t1,1- 0-J40,3 7 c!;3&¢- CW3s- 2) APPLICANT (Name, mailing address, phone and fax #) 3) CONTACT PERSON (Name, mailing address, phone and fax #) &Jzo D . i�/fir i % .Iwtiii- /}C1,0 4) PROJECT STREET ADDRESS: QD 7 �� Cla 644 Z ,(714 136>2G1xi61-J41 611" O-JW63 5) TAX MAP NUMBER (can be obtained at Assessor's Office) IffAa 4;,1 , /oP- -3 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) .Dl/1/�(/�/uCr l,/�3� cF✓L T1l��l/t�,�t// /SAG/L/T�i �f'/%IOX/til/� L /1, GNU �Ca�. f"T � /,� ! /UGf �2 �� p, s""�tnG •lZ ;',� 6�/.'�%/£f2 b) Propose I�ses (mclu a escription an size of eac n w'use and existiri uses to remain) lIze i"i11G &J,es' lifer ky 1,f Fo/d yS-u Jcv- /'- Ili/G,t�/,�ilr 41JUrT<O1V )v 119 I,0- 6�0 64401zy , A640C�.r/� _11;;*/ec-T2i61--1-C S /�1r9c yiz� "W1 O7,,co- CX 'T " / V0 c) Total building square footage (proposed buildings and existing buildings to remain) s�v -( /L 1. Cr4/2"k GZ (.;./=l Z.O 64e6oaJ fib 1244,1 / /LTi�%�'/ 4v4rlii2S7V4 /f GF -3 d) Height of building & number of floors (proposed buildings and existing buildings to T�N�✓ remain, specify if basement and mezzanine) 12' . d/- n."11, 9i ," A-- TV ,, fin^ ,> r /:, �a AUT �. •/2y^ '. , _ i , / --- A,J Ail I` %ice ' IJOJ/riQq, /2 'si o2 y e) Number of residential units (if applicable, new units and existing units to remain) i/ /1 f) Number of employees (existing and proposed): Z 7 g) Other (list any other information pertinent to this application not specifically requested above): Ift�" "oWl." L/�U/z � CY�20CF S.I Est G��v �✓ 7) LOT COVERAGE a) Building: Existing -1+-50 % Proposed % b) Overall (building, parking, outside storage, etc) Existing 16.0' % Proposed % c) Front yard (along each street) Existing J.5 % Proposed 4,5 % 8) COST ESTIMATES a) Building: $ L/ ' GYx� '�_ b) Landscaping: $ Z clo�j , c) Other site improvements (please list with cost): IV S7/'A( 9,347k 440&.oe /Z�P/�i�r� /� �a /viz f'i�ur �ii.I r'crr�3,E:.� iWZV S' - 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out): 6411-'L47yGz.I; 4i9 MIPU-, Or : &:�) T.eivf b) A.M. Peak hour (in and out): 2U 'T,1Z/t'1 c) P.M. Peak hour (In and out): ZU T/Zisoj 10) PEAK HOURS OF OPERATION: 11) PEAK DAYS OF OPERATION 7:cZ) A 0-4cr,PA-7 12) ESTIMATED PROJECT COMPLETION DATE: 1TC/.(/E_ J , 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. d 010#1120 4 4,irr I � V SIGNATURE OF APPLICANT CAii / 1G11-1 Oe-I SIGNATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Ij Planning Commission ® City Planner I have reviewed this site plan application and find it to be: D--�Complete L1 Incomplete City Planner or Designee Date (Apfrmsp) PLANNING COMMISSION 6 FEBRUARY 1990 The South Burlington Planning Commission held a meeting on Tuesday, 6 February 1990, at 7:30 pm, in the Conference Room, City Hall, 575 Dorset Street, Members Present William Burgess, Chairman; Mary -Barbara Maher, Catherine Peacock, William Craig, Ann Pugh, David Austin, John Belter Also Present Joe Weith, City Planner; Sid Poger, The Other Paper; Richard Pratt, Anne Hancock, Randy Berard 1, Review Minutes of 5 December and 23 Januar Mrs. Maher noted 2 spelling errors in the Minutes of 12/5/89 then moved that they be approved as amended. Ms. Pugh seconded, Motion passed 5-0 with Messrs. Craig and Austin abstaining, Mr. Craig moved to approve the Minutes of 23 January as written. Ms. Peacock seconded. Motion passed unanimously. 2, Other Business a) Mr. Weith advised that flood plain regulations have to be re- vised by June so this has to be moved up on the "to do" list. b) Members were given a copy of the draft of the Lash agreement and asked to give any comments to the City Attorney, 3. Site plan application of CWD for construction of a 3900 sq ft addition for water service operation use and construction of a 1 0 m.g, water storage tank, Queen City Park Road Mr. Pratt said the Commission had the application earlier but that CWD did not apply for the building permit within 6 moths, It is is the same project with no changes. He said they are within a month of starting construction. He noted that required improve- ments are shown on the plan. Ms. Peacock moved the Planning Commission approve the site plan application of Champlain Water District for construction of a 3900 sq. ft. addition (3300 sq ft footprint with 600 sq ft below grade) for water service operations use and construction of a 1.0 m,g, water storage tank as depicted on a plan entitled "Direct Filtration Plant Expansion, Landscapinq Plan, Underdrain Plan, Paving Plan, Erosion Control Plan," prepared by R.A.P. and dated October, 1989 with the following stipulations: 1. The applicant shall post a $1,700 3-year landscaping bond prior to permit. PLANNING COMMISSION 6 February 1990 page 2 2. The building permit shall be obtained within 6 months or this approval is null and void. Mr. Craig seconded. Motion passed 6-0, Mr. Austin abstaining. 4. Sketch plan application of Scott Haselton for subdivision of approximately 1.7 acres of land into 4 lots of approximately o.4, 0.6, 0.4 and 0.3 acres, Imperial Drive. Mr. Weith noted that one lot is already existing and is not being changed at all. The City Attorney recommended calling it a 4-lot subdivision because there are 4 lots shown on the plan. He suggested the final plat be warned for a boundary adjustment to create 3 lots. Mr. Craig asked about access to lot 8A. Ms. Hancock said there is an agreement with George Handy to buy that lot and add it to his property. Mr. Austin asked about lot 1OR which will have 2 structures on it. Ms. Hancock said the second building is a summer hous, not winterized, which would only be used as a guest house. Mr. Burgess asked if that could be stipulated. Mr. Weith will check with the City Attorney. Mr. Weith will also check with the City Attorney to see if any of the lots were part of the Laurel Hill subdivision. Mr. Burgess summed up the Commission's position: there are no major objections to the subdivision. There is concern with the 2 structures on one lot and with access to lot 8A if it is not sold to Mr. Handy. Lot sizes should be added to the plan and the plan must be signed and stamped by a licensed surveyor. 5. Site plan application of Randy Berard for conversion of a 2100 sq. ft. barn into office use on a site which currently contains a contracting business and residence, 75 Ethan Allen Drive Mr. Belter stepped down due to a possible conflict of interest. Mr. Berard said he simply proposes to put offices in an existing barn. Mr. Weith said parking requirements are met. He asked that outside lighting be shown on the plans. Mr. Berard said there will be a trailer used by the buisness, but it comes and goes and is not used for permanent storage. Mrs. Maher questioned the cost estimate for the work which results MEMORANDUM To: South Burlington Planning Commission From: South Burlington Fire Department Re: February 24 , 1998 agenda items Date: February 2, 1998 1) Chase/Barry 29 Berard Drive Acceptable 2) MBL Associates Dorset Street Acceptable 3) Harbor Meadow Condos Bay Crest Road Acceptable Dated 1 /5/98 Dated 1/15/98 Dated 1/23/98 4) Antonio Pomerleau Dated 1/29/98 1519 Shelburne Road The access along the north side of the building is too narrow. 5) CWD Dated 1/29/98 403 Queen City Park Road Acceptable CONTRACT 69 : HIGH SERVICE PUMP UPGRADE AND BUILDING ADDITION QUEEN CITY PARK ROAD � o ------- 0 PROPERTY m OF I ---------------CITY OF SOUTH BURLING GREEN MOUNTAIN GREEN MOUNTAIN POWER R.O.W POWER - . _ — ..............® . . � 8 „n FILTERED WATER TAN K p RAW I WATER TAN K PAVED PARKING LOT GRAVEL STORAGE AREA DUMPSTER--,,, CHEMICAL STORAGE BUILDING BE) PAVED PARKING LOT LIMITS OF ABANDONED QUARRY SCALE: V = 40' 0• W. W. W. � 0' 30• 60' GARAGE FILTERED WATER TAN K ,EXISTING SLOPE EASEMENT 10' x 350' PROPERTY OF i GREEN MOUNTAIN POWER JAIL 2 9 1998 city Ot so. Bur,'n' . Disclaimer: This drawing is a representation only, and is not a replacement for surveyed information. ICW.AAlLAAv WATER DZ7RLT � � QITIARtAQAD 1 ,�'..f7[�lLr1 n dfw1Tmalz SITE PLAN EMONED BY: --- DATE: JAN. 19M RkVN BY: PGT SCAM 1- - 40' BY: RAP DRAG No. ----- PROVED BY: -- N110;: 1117b1ds SHEET 2 OF 2 PINE STREET Q O PRIVATE DRIVE L_l._ nQ n J� PRIVATE DRIVE PRIVATE U DRIVELLJ z W O PAVED DRIVE Tf 3 C51a- o' W of a_ 3 h z Q z Z �I0 z W- W Cr (), EXISTING SLOPE EASEMENT 10' x 350' N 17- 42. 00- E 350.00' - PAVED PARKING LOT FILTERED WATER TANK PAVED PARKING LOT GARAGE PAVED PARKING LOT 0 7—Lk W CHEMICAL STORAGE BUILDING 0 FILTERED WATER TA a' o Z) W C7 Y Z U � 0 Z a3 GRAVEL STORAGE AREA RAW WATER TAN K SCALE: 1 " = 60' 0• 30' so' ,z0' 15' 45' CONTRACT 69 : HIGH SERVICE PUMP UPGRADE BUILDING ADDITION LIMITS OF A J ABANDONED QUARRY GREEN MOUNTAIN POWER e 4� }0—� 5` 451.5r PAL, 'JAN 2 9 1998 City of So. Blir'inca. WI Si S f N N r s 2r u• 30- w PARCEL SIZE 7.64 Ac. 4�.00• BUILDING FOOTPRINT 11,950 sq. ft. FRONT YARD 15,000 sq. ft. GREEN MOUNTAIN POWER Disclaimer: This drawing is a representation only, and is not a replacement for surveyed information. w J Q J Q w a U w H W a U z 0 U Q 0 r 2 (__4 .SIGN - ENTER ONLY—, EMPLOYELE PARKIN LIGHT— RELOCAJED GUY 179 i[Zi7 AVED 11—CAR PARKING LOT REMOVE EXISTING PIPE CURBING, REPLACE WITH CON ETE CURBING (Ij -(-I �" O P WE POLE .SS DRIVE NCE ONLY NTRANCE P .0 s 147" .,Alp T GHT - �F W , W' _ I U 0 SEE SHEE %-14A—b FO T�R VAULT DETAILS 0'Q' \ M"TER; VAULT I \ I \\ 1 \ \\ LIGHT EXISTING 0 FOUNTAIN 1 4. 1 O FLAGPOLE D.F. PLANT D.E. PLANT CONC. 1 CHAMPLAIN WATER DISTRICT Dedicated to Quality Water & Service 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-7454 Fax: (802) 864-0435 CONSTRUCTION PERMIT APPLICATION CONTRACT #69 - HIGH SERVICE PUMP UPGRADE PROJECT DESCRIPTION The project includes a building addition at the Peter L. Jacob Water Treatment Facility located at 403 Queen City Park Road in South Burlington, and electrical upgrades to enable an immediate upgrade of one "high service" pump, and future upgrades to the remaining four high service pumps in anticipation of increasing base load and peak summer demands. The work shall include building construction of an approximate 950 square foot masonry building addition for the purpose of housing an electrical room, with construction including excavation, foundation, building addition, roofing, electrical and mechanical systems, as well as backfilling, grading, seeding, and restoration of paving. Construction of the addition shall include the installation of a 2000 kVA electrical pad mounted transformer which is owner -furnished, contractor -installed, 4000 ampere, 480 volt switchgear and motor starter for a 400 HP high service pump. The purpose of the work is to: ❖ Enable upgrade of one high service pump from 300 HP to 400HP, and provide the electrical service and electrical room to upgrade the remaining four pumps similarly, in the future. ❖ Upgrade the main electrical feed to pumping units, that is presently near electrical capacity. ❖ Improve service pumping capability to address increasing demands. ❖ Replace, relocate, and upgrade motor control centers that are poorly located and vulnerable to flooding at a lower level of the plant. ❖ Improve pumping efficiency. ❖ Provide one phase of a multi -phased approach to improving equipment redundancy, reliability, and flexibility. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 16, 1993 Mark T. Wahl, Vice President Chittenden Bank Two Burlington Square Burlington, Vermont 05401 Re: Champlain Water District Escrow Agreement Dear Mr. Wahl: ZONING ADMINISTRATOR 658-7958 The City of South Burlington hereby releases the Champlain Water District from its obligation under the enclosed Escrow Agreement dated February 22, 1990. All required landscaping has been planted to the City's satisfaction. If you have any questions, please give me a call. Since -7ely, R mbnd J. Belair, Y Zoning and Planning Assistant 1 Encl RJB/mcp cc: Richard Pratt ESCROW AGREEMENT THIS AGREEMENT, in triplicate, by and between < ,* J//?j,4/ <✓��; EiL Li�,�✓_mac i hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", andhereinafter referred to as "Bank". W I T N E S S E T H: WHEREAS, Developer has received final subdivision approval from the Municipality's Planning Commission for the construction and development of (number) of residential units in a development to be known as ,044w.:52 as depicted on a final plat plan entitled "Legend on Final Plat" d a t e d prepared by C%l���f�L��ic / L✓ �r,F �ifJ/2,�ci and and WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the final subdivision approval; and WHEREAS, the Bank executes this agreement solely in the capacity of escrow agent. NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. Developer will at its own expense complete the following improvements in connection with its development: (Description of public improvements required by subdivision A P/4k/ /-Z1 1?1z1V 6411r!> 9y 14-le • -FCX101•--1-1- �.a J-'044-<1A11 cam- C",O 2. Developer will convey to the Municipality by properly executed Warranty Deed, free and clear of all encumbrances, the roadways, easements and other public improvements prior to the Municipality granting any zoning permits to the developer. 3. The Developer shall complete the improvements set forth in paragraph one no later than / f i j fug 4. The Developer shall repair or replace any faulty or defective work or improper material which may appear within--— -lea of completion. m 1�Mo 5. For the guaranty of Developer's performance of all 1 requirements hereinabove set forth, Developer and Bank agree that % 7C'C' . c'ac i the sum of $(Amount set by planning commission or its designee) shall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality, in accordance with the terms herein set forth. 6. If the Municipality shall file with the Bank a state- ment that Developer is in the judgement of the Municipality in sixty (60) day default under the terms of this agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete the improvements and requirements set forth in this agreement. 7. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the Developer to such payment by the Bank to the Municipality -2- i shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality, nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 8. The Municipality shall not file with the Bank a state- ment of default until sixty (60) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 9. All monies released by the Bank to the Municipality pursuant to paragraph 6 shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such manner as in the judgment of the Municipality shall accomplish the work most expeditiously and economically. 10. If monies are released by the Bank to the Municipality pursuant to paragraph 6 and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this agreement. 11. The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the -3- appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph 8 of this agreement. 12. This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby and the completion of the warranty period set forth in paragraph 4. 13. Upon request of Developer, but only at the sole discretion of the Municipality, the Municipality may release a portion of said escrow funds if the Municipality believes that the retention of said funds is not necessary to protect its interests after a portion of said work has been completed. Bank may release such funds only upon written consent of the Municipality. 14. Notwithstanding the provisions of paragraph 13 the sum of $ Oshall be in any event maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph 4. 15. This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executors, administrators, successors and assigns. -4- Dated this day of IN THE PRESENCE OF: (DEVELOPER) 2t%d w Q.. f�,, BY: i/C`G���z� •/ i�Y ' khcou� Its Duly Authorized Agent CITY OF SOUTH BURLINGTON B y : Its Duly Author zed Agent (BANK) By: --i9ctL 7 Its Duly Authorized Agent Q1NL� l/YT � �- �-Ia/90 L.�,�,� sc�4 P� c,� � c s i3� �3� - �3�� C w� p� y �� � 1 � � _ �' ��z,�� ��s,�� __.�..�..�.,_...�.��.._..._ti.�...,..�_.._..._._...�,.._..�.._.. �� rp���^/� , - (AAA- - AP-;vL)T A- t_j�", rjG -JZ —P O reducing the flow of nutrient -laden runoff, and provides habitat for lakeshore wildlife. It is also what we see when we are out boating on the lake, or viewing the shore from the dramatic over- looks of Red Rocks Park. The CO District restrictions should be consistently enforced, or we will slowly lose this city-wide asset. WATERSHED QUALITY DISTRICT The purpose of the watershed quality district is to provide for a managed level and form of growth which maintains and enhances the amount and quality of water that flows throughout the watershed and into receiving waters. It is now recognized that the major sources of pollution into the waters of Vermont fall into the category of "non -point sources". This includes any pollution source that can not be identified with any particular outfall. What the major non -point sources are in any given area depends on the land use of the region but most often include the runoff from roads, parking lots, lawns, and agricultural areas. The components of non -point pollution include nutrients from fertilizers, pesticides, and the particu- late and hydrocarbon pollution from motor vehicle exhaust. There is very little that can be done in or immediately along a water body to control non -point sources. Buffer strips, or conservation zones, along a lakeshore do help in terms of filter- ing and treating the surface runoff that flows through them. But the difficult aspect is that the actual source of the pollution materials is activity that happens throughout the entire drainage basin. The most successful measures to protect surface water quality from non -point pollution address those activities and land uses that produce the pollution. Some of these measures are listed below: o Maintain the wetlands of the watershed. Wetlands provide many functions of purifying water and moderating stream flow, along with the ecological values they support. All the wetlands of a watershed, from the smallest to the largest, have a cumulative effect on the ecological vitality of that watershed. o Provide naturally vegetated buffers along all water courses in the watershed. €11-- iratersh,—P-rQt-s Preserving natural vegetation offers two advan- tages. First, it eliminates one source of soil erosion. Second- ly, the natural vegetation offers one of the best filters avail- able for all of the components of non -point pollution, before they ever reach the tributary streams. o Utilize appropriate techniques for open space preservation, such as allowing moderately increased density in exchange for LANDSCAPING SCHEDULE NO. TYPE SIZE PLANTS PLANT PLANT LOCATION 19 MUGHO 4' HIGH PINE MIN. /S ' WHITE 4' HIGH PINE MIN. TWO WOOD STAKES THROUGH EACH BALLS MAY SALE Q LOGE! MAY ON GROUND AHEAD OF SALES—/ O HAY BALE DAM DETAIL ILIMITS OF NEW CONCRETE CURSING -- NOT TO SCALE Z W W 0 INV. EL. 161.0 TO BE PLACED N AF4' DEEP TRENCH ER 0810N CONTROL NOTES 1, INSTALL HAY BALE DAM\ AND SILT PENCE _ INV, EL. 168.0 'PRIOR TO COMMENCEMENT OF CONSTRUCTION. INV. EL. 108.80 LEVEL L ALL DISTURBED \LOPES OR NEW PILL \LOPE\ 'SHALL BE BTABILIZED, SEEDED, AND MULCHEO WITHIN J— -{ t TO 14'DAYB OF PLACEMENT TO PNAL GRADE. r •�— B. ALL EROSION CONTROL DEVICE\ SMALL BE I ►ERIODICALLY CLEANED, REPLACED AND MAINTAINED UNTIL 'PERMANENT VEGETATION NI PERMANENTLY F.STABLIBHED ON ALL DISTURBED SLOPES.' \sO W T O D ® t oI ® 'I J M\f TAM „ W ® o _ I I all HAY SALE DAM �o NEW 4*0 PERFORATED UNDERDRAIN! I �ILr 1 S•--�1 INV. ■L. 106.8E LEVEL QUARRY PAVED PARNIMO LOT Y�4� MIA" MTER ►ADINC ON uPSTRRAN GROW MMM a{ F WMRICATED O LT INSIDE[" GSAYn YAM WOOD OR STM XTANES ON DOWNSTREAM ON, Fry'• MNIAIWI 4'D• ON CENTER V PENCE • FILTER FAS ID . .TAME GNAN ►EN% OE .. EROSION CONTROL — SITE PLAN— PAVING PLAN SCALE 1'NGO• N . H ANONM TILT "WE AND F1LTE11 fASR10 N DIIAYDL NLLNO TROIIGN .. NORTH _. _. FILTERS. WATER YANK IIAN WATEN TANS!' ... _. ..... i Q11 4i r/-AI /'V 1-.,. FIST A II 1 t EXISTING r UNDERDRAIN- CONNECT 4' 0 ROOF DRAIN TO NEW 8' P PERFORATED FOOTING DRAIN /-=INV. EL. 141.4 EXISTING FOOTING DRAIN EXISTING PIPS GALLERY !MISTING WET WSLL W \.OTN r EXISTING FILTER I z_ t UNDERDRAIN PIPING PLANrDIRECT Y FILTRATION, . T EXPANSION SCALE 1•.4' u"RT"G"A" OF vcv� ,SCAPING ��y PLAN, ✓ DIN PLAN, PAVING PLAN yoNe l6 EROSION CONTROL PLAN �DNpL Et\.. CHAMPLAIN WATER DISTRICT 4 LZ/ 403 QUEEN CITY PARK ROAD SOUTH BURLINGTON, IV�ERMONT R4B-PHASE APPROVED , CONTRACTQ B G SNEET 4 OF 30. TRACED RAP DATE OCT. 108E City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 Mr. Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: CWD Expansion, Q.C.P. Road Dear Mr. Pratt.: Enclosed are the Please meet the before applying any questions. 1 Encl JW/mcp ZONING ADMINISTRATOR 658-7958 March 12, 1990 2/6/90 Planning Commission meeting minutes. stipulations contained in the approval motion for a building permit. Please call if you have n ear/ e , Joe Weith, City Planner M E M O R A N D U M To: South Burlington Planning Commission From: Joe Weit.h, City Planner Re: February 6, 1990 agenda items Date: February 2, 1990 3) CHAMPLAIN WATER DISTRICT, QCP ROAD CWD proposes to construct a 3,900 square foot addition for water service use and a 1.0 M.G. water storage tank. This proposal was approved by the Planning Commission on 6/20/89 (minutes enclosed). The applicant failed to obtain a building permit within 6 months, therefore, the approval is null and void. CWD is coming back for reapproval. All of the stipulations requiring the plan to be revised have been addressed on the new plan. The applicant is proposing to plant white and mugho pine along the east and south east property lines. This will require the posting of a $1,700 landscaping bond. The slope rights and snow storage easement has been re- corded. 4) HASELTON, 3-LOT SUBDIVISION, IMPERIAL DRIVE Mr. Scott Haselton by and through Benjamin Scheweyer per Power of Attorney, proposes to subdivide approximately 1.7 acres of land into 4 lots of .4, .6, .4 and .3 acres, respectively. One of the lots shown on th plat (lot 11R) would actually not change or be subdivided. City Attorney Steve Stitzel advised to warn the application as a 4 lot subdivision since 4 lots are shown on the platpbut, treat the application as a minor subdivision since only 3 lots are really being subdivided. The property is bounded on the east by a single-family residence, on the south by a vacant wooded parcel which has been approved for multi -family use (Dennis Blodgett), on the west by commercial uses (Handy Motel and Shelburne Plaza) and on the north by Impe- rial Drive. A single-family house and separate cottage exists on lot 10R (.6 acre lot). The property is zoned R-4. Lot 8A is to be conveyed to and merged with the Handy lot to the north. 1 Planning File Data for Computer Input. 1 . Original Property Owner 2. Developer's Name 3. Name of Development 4. Address of' Development or Project C�C�-_ %ZCr�-vr 5. Type of Project---- s /G -- v`c'er - - G4,✓o)---------- Minor Subdivision (MI) Major Subdivision (MS) Site Plan (SP) 6. Zoning District 1 e- Z 7. Zoning District 2 8. Zoning Board Approval date if Required 9. Date of Planning Commission Hearings/Meetings Site Plan Date ���y �d'�' a _ (, / � </'Ga-r®-w�) or T Sketch Plan Date 3 10. Preliminary Plat date 11. Final Plat Date 12. Revised Final Plat Date 1 (if applicable) 13. Revised Final Plat Date 2 (if applicable) 14. Acreage of Total Project 15. tJ e of land 1 `le--6v 1 G . Use of' Land 2 1 Us(- (-)t' Land 3 o I' Land 41 l9. Number of Lots Numher of Single Family Units 21 htimher of Mutti- family l!niis �f 22. ('Ontit r- u(•t iorI Cost of, Iiui Idin,, 'ff // 0 23. Size of Building (Square footage) _3_0 24. Streets City Street. CS Private Street PS 25. Date of Acceptance of streets by City _ 26. Bond -Landscaping ��iDD 27. Bond -Streets 28. Bond -Sewer 29. Bond -Water _ 30. Bond -Other 31. Date Mylar Due (90 days after approval) 32. Date Recorded - 33. Expiration date of Approval 34. Date of First Building Permit 34. Tax Map Number �yl — — 3 36. Map File Location 1 _ 37. Map File Location 2 _ 38. Map File Location 3 Other fees (Type and amount) Preparers Name:__ _ Date: Posted in Computer (Name, Date): 00 4 2/6/90 JW MOTION OF 'APPROVAL I move the South Burlington Planning Commission approve the site plan application of Champlain Water District for construction of a 3,900 square foot addition (3300 square foot footprint with 600 square feet below grade) for water service operati0ne use and construction of a 1.0 M.G. water storage tank as depicted on a plan entitled "Direct Filtration Plant Expansion, Landscaping Plan, Underdrain Plan, Paving Plan, Erosion Control Plan," pre- pared by R.A.P. and dated October, 1989 with the following stipu- lations: 1. The applicant shall post a $1,700, 3-year landscaping bond prior to permit. 2. The building permit shall be obtained within 6 months or this approval is null and void. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 February 2, 1990 Mr. Richard Pratt Champlain Water District 403 Queen City Park Road :south Burlington, Vermont 05403 Re: Addition and Water Storage Tank, QCP Road Dear Dick.: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Also en- closed are Bill Szymanski's and Chief Goddette's comments. Please be sure someone is present on Tuesday, February 6, 1990 at 7:30 P.M. to represent your request. Sincerely, Joe Weith, City Planner Encls JW/mcp --- -' - ! -- �—�- ---'-'----- --� -' ---------'-------------_---__- '- . ) ) � .m/x4� ���- ������ �� �w��������*» Department TL �� ��� ����� ,_�����8���z��, °~~."°ont 054113 vo (802)65u'7960 TO; SO. BURLINGTON PLANNING COMMISSION FROM; CHIEF JAMES W. GODDETTE RE; TUESDAY FEBRUARY 6,1990 AGENDA ITEMS DATE; WEDNESDAY JANUARY 31,1990 PLANS HAVE BEEN REVIEWED BY THE FIRE DEPARTMENT ON THE FOLLOWING PROJECTS, A. LAKEWOOD DEVELOPMENT SHELBURNE ROAD B. PHASE #2 CHAMPLAIN WATER DISTRICT C. RANDY BERARD ETHAN ALLEN DR. LOT #7 AT THIS TIME I AM PLEASED TO INFORM YOU THAT l DO NOT SEE ANY PROBLEMS WITH ANY OF THE PROJECTS' M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Engineer Re: February 6, 1990 agenda items Date: February 2, 1990 4) RANDY BERARD, ETHAN ALLEN DRIVE Radii on entrance drive should be 10 feet. This drive shall be constructed before the completion of the final paving course is put down by the City. 5) CHAMPLAIN WATER DISTRICT, QUEEN CITY PARK ROAD Work as shown on site plan C-3 dated October 1989 is complete except for paving and drainage inlets that will be constructed this coming construction season. PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 February 5, 1990 Mr. Richard Pratt Champlain Water Disrtict 403 Queen City Park Road South Burlington, VT 05403 Dear Dick: ZONING ADMINISTRATOR 658-7958 Enclosed please find your copy of Findings of Fact. If you have any questions please call me. Sincerely, Joe Weith, City Planner JW/mcp 1 Encl CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1 ) OWNER OF RECORD (name, address , phone #) Ci�i��,�l�/ti 6✓�1"�F,2 O/��/2/lT 43 QGdf_ FC/� �'�4f2de lZO.9� .se�eri� .6U2r1�lGTvl� 1�- 74�s� 2 ) APPLICANT ( name , address , phone #) 4c23 EK.F�U C<Ty 7"�4.Q<e /'->4n J 3) CONTACT PERSON (name, address, phone #) �3 l.�Ct.E.�U C<r"y O� /2c�/,i� , c�CX/Thy �U.eL/c/G7L�C/ �¢- 74�•�- �.�i�,� 4) PROJECT STREET ADDRESS: 5) LOT NUMBER (if applicable) /,[/ Gt/�¢l. T2E-�r�..vr ��9c/Uryi 6) PROPOSED USE (S) l�O�f/..ST/ZUC1 /C.ac/ .OF � Wit//£• wl.�L/Pli Ga�CLG+cr �/LTA/zfl!!� W/d7�FiG> �f�'L�Ci� %>�C/L 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor)-7Ve-z:�94-1� lvT- e- A /��,U fcYt �ita-F�.r H/���,5►c.<i-c« �4v.� ©f�i� -- /Z�r- /:��v�r�ci d9-sa 8) NUMBER OF EMPLOYEES /s (k/o 9) LOT COVERAGE: building _sue%; landscaped areas ,?-S building, parking, outside storage 16, % 10) COST ESTIMATES: Buildings $ / -e9 cknc---) , Landscaping $ /.(/Cz11Vf29/AVs/7;6--. Other Site Improvements (please list with cost) $o�FLie CLA2s�/iS,� /?�T/Xa.�i<-� '�4G��t-2z� /•-ra2 F-�<_.TE?�� <�r9rn✓L T�9akc , tUO� a� .� �s"ir� 11) ESTIMATED PROJECT COMPLETION DATE: /9S0 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 7S Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon lv ; 12-1p.m. 1-2 p.m. s' 2-3 p.m. �s 3-4 p.m. .ss; 4-5 p.m. /o 5-6 p.m. .s 6-7 p.m. a 13) PEAK HOURS OF OPERATION: 7,0'. ..r v !' , 14) PEAK DAYS OF OPERATIO //'-�/so DATE OF SUBMISSION DATE OF HEARING 2/C/�.gc� /i �•Q-9TT � T�t•E C'i•syyivL�ic./ d-✓�¢T�2 �.c1T2<CT 0 a0 Y 2 s W O fN1 Rlor IIrR11 IWIYw IRI« t.Ll . Nr 1•LI LA DSCAPING SCHEDULE 1• ® T � EROIIOX CONTR _ __ INY. tL 111 creel AM r I— L. \tl.t0 LLVLL « HAY ^ BALE DAM DETAIL MOT TO $CAL. !!! I PROPERTY 1. [ I [DD[ , rAv[o Dxm N.T. (! ,. r.,.«.. �� •'•. `. E � i I �"AV Iul Dwr t Ylw N� Il R10RAYlr YNlIRLRAII _ Nw.n n,tr.Nr w Ir O rRru rwM Lw W d . ANN, PAMM gIMPANNIaAm r1 r IPL EROSION CONTROL SITE PLAN- PAVING PLAN LRT Tw11 Lr ntv ..w.I..I� rN.11 trNlw; NoxTN ru.r NAiIR I•NN r. Nru T•Irl " SILT, FENCE DETAIL I . a DONN LOT 1• � RODI .'-IN TO NrW �LRTD ATIo /DOTIxgpRtlx INY. lL. 111.1 u• 1 j I � � ■wnxo ! YxomoRAW� I I i �I � I �I • I � I � iL � IewirR na1 uNN u1.ee LEVEL � IMY. l4 ttt.l tt• W • I ONNlOT� LYIlTINO fOOTWO ORAIN I IrwfeN LLIRr 1 !%IIlINO !' 'YNDlRORAIx RO TN i YR Iewiwl xtr eNLL 1 tt• Y LL. VARI[r !%It TIN! !' VNDl RORwIN --11' IlNIiwR rxieR UNDERDRAINLI PIPING PLAN DIRECT FILTRATION_ PLANT EXPANSION �r•^R ••�^'R I a LANDSCAPING PLAN, rtur '• UNDERDRAIN PLAN, PAVING PLAN ' sF I.v' EROSION CONTROL PLAN CHAMPLAIN WATER DISTRICT Y AO! YVILN CITY PAR! ROAD IOVTH wnLINSTON• VERMONT PHASE 2 •• t 1 d t1 . I RAl . Na DOT. tltl •RC-3 71 KNOW ALL MEN BY THESE PRESENTS that GREEN MOUNTAIN POWER CORPORATION, a corporation organized under the laws of the State of Vermont (hereinafter called Grantor), in consideration of One Dollar paid, the receipt whereof is hereby acknowledged, does hereby grant, sell and convey by quit -claim to the CHAMPLAIN WATER DISTRICT (hereinafter called the Grantee) the following: An easement for sloping rights as shown upon a plan of land entitled: "Slope Rights Property of Green Mountain Power Corporation" which plan of land was dated May 3, 1989 and is to be recorded in the land records of the City of South Burlington. Included herewith is the right to construct earth slopes, for the purpose of grading, seeding, mowing, landscaping, and snow removal within the 10 foot wide by 350 long easement area as shown on said plan. The Grantee, its successors and assigns, by the acceptance of this deed, covenants and agrees that it will maintain the described slope areas keeping it grassed and mowed as the seasons permit. The Grantor, and its successors and assigns, does hereby reserve the right to use the easement area for its own purposes at a future time. This may include, but not be limited to a driveway and further landscaping. IN WITNESS WHEREOF the aforementioned Grantor has caused this instrument to be signed in its name and behalf by its duly authorized agent this =,2 4e.0 day of u «. A. D., 1989. In Presence of: Green Mountain Power Corporation Title:_As.vicepmsident Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN ' w, a. BE IT REMEMBERED, that on theme day of asTA. D., 1989 personally appeared Eugene L. Shlatz signer and sealer of the foregoing written instrument and acknowledged the same to be his free act and deed, and the free act and deed of the Green Mountain Power Corporation. Before me, Notary Public M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: June 20, 1989 agenda items Date June 16, 1989 4) CHAMPLAIN WATER DISTRICT. QUEEN CITY PARK A plan for the surface runoff shall be submitted for review and approval. 1 1 �plt�h '1.�DtIt•lilti��IIlY �Y�P �E�3�iTtYlt£Ilt J f 575 +�urset street �; tirtttll iiurlingtun• Ifermnnt 0540-31 (802) 658-7960 TO: SO. BURLINGTON PLANNING COMMISSION FROM: CHIEF GODDETTE SR. RE: TUESDAY JUNE 20,1989 AGENDA ITEM DATE: MONDAY JUNE 12,1989 CHAMPLAIN WATER DIST. PHASE 11 ADDITION PLANS WERE REVIEWED BY THE FIRE DEPARTMENT AND AT THIS TIME THE ONLY PROBLEM I SEE IS THE HYDRANT WHICH WAS TO BE INSTALLED WHEN PHASE 1 WAS APPROVED HAS NOT BEEN INSTALLED AT THIS TIME AND SHOULD BE BEFORE APPROVAL IS GIVFR-'FOR PHASE 11. PLANNING COMMISSION 26 MAY 1987 PAGE 2 He noted that within a few weeks, Hayes Avenue will be opened all the way, which will take traffic from Kennedy Drive. Mr. Burgess requested that the City Attorney be asked whether the Commission could review this application as a PCD. Mr. Burgess then moved that the Commission suspend action on this application and instruct the acting City Planner to get an opinion from the City Attorney as to whether the appli- cation can be reviewed under the most stringent criteria possible. The application should be returned to the Planning Commission as soon as possible. Mrs. Maher seconded. Motion passed unanimously. Mr. Brush said he felt the Commission was changing the criteria under which they will judge the project. Mr. Burgess said since they were impacting a public street, the Commission was very concerned. 3. Site plan application of Champlain Water District to con- struct a 1200 sq._ ft. addition for administrative offices including a laboratory and lunch room, and a 2050 sq. ft. garage at 403 Queen City Park Road Mr. Jacob and Ms. Peacock stepped down during this discussion and Mr. Burgess acted as Chairman. Mr. Pratt of CWD explained they propose to add a garage to the sourth of the building and Phase I construction for a filtration addition. They propose a second access at the northeast corner of the lot, a new 11-car parking area, and a driveway access to the rear of the building with gravel drives and yard around to the rear of the plant. Phase II construction will maintain the 15-foot setback at the side lot. He noted that Pine St. will be closed when the Southern Connector is finished, so there will be no traffic at this intersection. Mrs. Maher asked why the City Engineer had requested that the existing parking lot be enlarged instead of a new lot built. Mr. Jacob said that as it is now, when the lot is full trucks with chemicals can't get in and out and trucks need access to the rear of the building. $6,000 in landscaping is required and they are proposing $1700 in new landscaping and are asking for a $1100 credit for replanting plus a credit for existing trees. Ms. Perkins noted credit is not supposed to be given for transplanting. She did note that the site is well landscaped. Mr. Burgess said that transplanting credit should be given only for the value of the tree, not for transplanting costs. Mrs. Maher PLANNING COMMISSION 26 MAY 1987 PAGE 3 was concerned about how many trees survive and felt the Com- mission should require a bond. Mr. Burgess wanted more planting. Members asked for a revised landscaping plan to be brought to the Planner. They felt the second parking lot was acceptable. Mrs. Hurd moved the Planning Commission improve the site plan application of Champlain Water District to construct a 1200 sq. ft. addition for administrative offices including a laboratory as depicted on a plan entitled "Direct Filtration Plan Expansion, Phasb I Site Plan and Grading Details," dated January 1987, and a plan entitled "Champlain Water District Direct Filtration Plan Expansion, Phase I. Land- scaping Plan," dated May 1987, both prepared 12y Champlain Water District, with the following stipulations: 1. All two-way circulation drives shall be shown on the plan at least 24 feet wide. 2. The eastern drive shown as 15 ft. wide shall be signed "one way entrance only." 3. A landscaping bond of $3200.00 shall be posted prior to permit. A revised landscaping plan shall be submitted to the ? Acting City Planner and approved j?y her prior to permit 4. Chief Goddette's approval will be required prior to permit 5. The Queen City Park Road sidewalk must be extended to the eastern property line. 6. A road opening permit must be obtained from the City of Burlington for the new entrance prior to permit. 7. The building permit shall be obtained within 6 mocths or i this approval is null and void. Mr. Belter seconded the motion which passed unanimously. Mr. Jacob and Ms. Peacock resumed their seats on the Commission. 4. Site plan application for revision to the Sheraton parking lot and Williston Rd. access due to Rt. 2 widening Mr. Mangan explained that the easternmost curb cut has been removed. The initial 15 ft. of setback will be greenbelt. The entrance will be opposite P & C. They will route traffic into the site to the front door and will have the ability to move traffic to various parking areas. The plan shows 36 Memorandum - Planning June 20, 1989 agenda items June 16, 1989 Page 2 4) CWD, PHASE II EXPANSION CWD proposes to construct a 3,600 square foot addition for water service operations use and construct a 1.0 M.G. water storage tank. The addition will house 2 new filters, enclose the exist- ing and retrofitted floc tanks, and include 2 new offices. This proposed expansion is the second part of a 2 phase project. The first phase was approved on 5/26/87 (minutes enclosed). The property is zoned C-1. It is bounded on the east by vacant GMP land, on the west by a GMP substation, on the south by Potash Brook, and on the north by Queen City Park Road. An old quarry exists on the southern half of the parcel between the building and Potash Brook. Access: Access would be maintained via a 15 foot wide access on the east and a 20 foot wide access on the west. Circulation: Circulation is provided around the entire building. The tightest spot is along the east property line (east of the proposed addition) where the access road is shown to be only 10' wide. The original approval motion required this drive to be 15' wide and posted "one way entrance only." The applicant informed me that the only way to provide a 15' wide drive is if they pave all the way to the property line. They are currently working up a slope agreement with the property owner to the east (GMP) to accommodate this. They will also include a provision for snow storage. The plan should be revised to show the proposed 15' drive. Setbacks/Coverage: The side yard setback requirement is 15'. Scaling the plan indicates a side yard setback for the proposed addition of only 14'. 15' should be accommodated. Coverage requirements are met. Parking: Zoning regulations do not contain specific parking standards for this use. Using the light manufacturing standard, the property requires 23 spaces (based on 22 employees and 8 company vehicles). The plan shows enough parking lot area for 24 spaces. This should be sufficient. Landscaping: The project requires $23,000 in new landscaping. The site is well landscaped in front. Additionally, the site is surrounded by dense wooded property. Therefore, I recommend the landscaping requirement be waived. 2 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 August 31, 1989 Steve Stitzel 271 South Union Street Burlington, Vermont 05401 Re: Champlain Water District, addition Dear Steve: ZONING ADMINISTRATOR 658-7958 The Planning Commission approved on June 20, 1989 the Site Plan application of CWD for an addition to their facility located on Queen City Park Road (site plan and minutes enclosed). Stipula- tion #4 requires the applicant to record a slope rights and snow storage agreement with the adjoining property owner to the east. Enclosed is the agreement which the applicant proposes to record. Please review the agreement and let me know if it is o.k. so that I may send it down for recording. Sincerely, ,-"'Joe Weith, City Planner Encls JW/mcp I...V•x.... ....7, x...... t. wOnTM b � f•o.l x., o. ••o0ws .xl.. or ..t.• C, HAY BALE DAM DETAIL NOT TO —Ll A. EROSION CONTROL — SITE PLAN— PAVING PLAN ~_ —LIE , .eo IUY 81Il all n[r .'♦ f[nROn.TEO UMDEnOnI 1.0.10 LEVEL \ 116411 fm « ELT l• 0 ROO, D..1. TO M 1' 0 1......... f.OT— Mwln r—IMY. EL. 111.• I I EEI.TI.... ......... ,f \—COnnE cT k Exlenwo loon«a Dn.lw i I ,e' ..uT.•... «.0 � ..r «....ate.. I I �o el«o r I cl. v nre. 1 exlan«o • «DEnon.1« non.. UNDERDRAIN PIPING PLAN DIRECT FILTRATION PLANT EXPANSION e..,.. ,.�„« 1�L of •,.y - PHASE 2 ���..««..x.• UNDERDRAIN PLAN, PAVING PLAN ts}i• EROSION CONTROL PLAN CHAMPLAIN WATER DISTRICT -�ro•a 1`j' 4 01 ou[Ex clT, fMR RO.o T. wul«.row, v[nro.T rC-3 KNOW ALL MEN BY THESE PRESENTS that GREEN MOUNTAIN POWER CORPORATION, a corporation organized under the laws of the State of Vermont (hereinafter called Grantor), in consideration of One Dollar paid, the receipt whereof is hereby acknowledged, does hereby grant, sell and convey by quit -claim to the CHAMPLAIN WATER DISTRICT (hereinafter called the Grantee) the following: An easement for sloping rights as shown upon a plan of land entitled: "Slope Rights Property of Green Mountain Power Corporation" which plan of land was dated May 3, 1989 and is to be recorded in the land records of the City of South Burlington. Included herewith is the right to construct earth slopes, for the purpose of grading, seeding, mowing, landscaping, and snow removal within the 10 foot wide by 350 long easement area as shown on said plan. The Grantee, its successors and assigns, by the acceptance of this deed, covenants and agrees that it will maintain the described slope areas keeping it grassed and mowed as the seasons permit. The Grantor, and its successors and assigns, does hereby reserve the right to use the easement area for its own purposes at a future time. This may include, but not be limited to a driveway and further landscaping. IN WITNESS WHEREOF the aforementioned Grantor has caused this instrument to be signed in its name and behalf by its duly authorized agent this v2 41-" day of k — A. D., 1989. In Presence of: Green Mountain Power Corporation ,,o% !y Title: AsV_. VicePresident Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITI'ENDEN BE IT REMEMBERED, that on theme day of A. D., 1989 personally appeared Eugene L. Shlatz signer and sealer of the foregoing written instrument and acknowledged the same to be his free act and deed, and the free act and deed of the Green Mountain Power Corporation. Before me, Notary Public City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 July 10, 1989 Richard Pratt Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Re: CWD, Phase II addition Dear Dick: ZONING ADMINISTRATOR 658-7958 Enclosed are the June 2.0, 1989 Planning Commission meeting minutes. Please meet the stipulations contained in the approval motion before applying for a building permit. Please call if you have any questions. Si rely, Joe Weith, City Planner 1 Encl JW/mcp City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 June 16, 1989 Richard Pratt Champlain Water District 403 (queen City Park Road South Burlington, Vermont 05403 Re: Phase II expansion Dear Mr. Pratt: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Also enclosed are Bill Szymanski's and Chief Goddette's comments. Please be sure someone is present on Tuesday, June 20, 1989 at 7:30 P.M. to represent your request. Sincerely, �L -wo-tA Joe Weith, City Planner Encls JW/mcp CHAMPLAIN WATER DISTRICT 403 QUEEN CITY PARK ROAD SO. BURLINGTON, VERMONT05401 Mr. William Szymanski, City Manager City of South Burlington 575 Dorset Street South Burlington, VT. 05403 N Re: lant E xpansionD, Driveway CWD P .r Dear Bill, June 30, 1987 Along CWD/GMP Property Line In a recent phone conversation, Dick Ward relayed your concerns about our running a new driveway along the easterly property line of our lot. Because of the design configuration of the plant expansion, it is necessary to build right up to the 15' setback limit at the east side of the lot, and for adequate site access and fire protection, we feel that we must have the easterly driveway access. During the approval process, our site plan was approved by the Planning Commission based on a minimum 15' driveway width. Because of this condition of approval, we will not be able to narrow tip the drive to 9' with an additional 5' wide buffer strip along the property line. Therefore, the CWD will pursue a permanent easement 10' wide and 250' long from Green Mountain Power Corporation, the adjacent property owner, for grading and seeding, mowing, landscaping, and snow removal. No permanent structures will be erected in this easement, and the new drive- way will be completely on CWD property. The CWD will keep your office informed of our progress in obtaining an easement. If you have any further questions regarding our expansion plans, please give me a call. cc: E. Blake B. Gardner D. Ward K. Perkins, Acting Planner Very truly yours, CHAMPLAIN WATER DISTRICT Richard A. Pratt Staff Engineer Sewer allocation: A sewer allocation of 750 gallons per day (50 new employees x 15 gallons/person/day) is required for this expansion. The $2.50 per gallon fee must be paid prior to permit. No permits will be issued until capacity is available at the Airport Treatment Plant which is expected in the fall. 3) CHAMPLAIN WATER DISTRICT: 403 QUEEN CITY PARK ROAD Champlain Water District proposes to construct a 1200 square foot addition for administrative offices including a laboratory and lunch room, and to construct a 2050 square foot garage at 403 Queen City Park Road. The 7.7 acre parcel is zoned C-1. Access: Existing access is via a 20 foot wide driveway at the north west of the building. The applicant proposes to construct a new 20 foot wide paved access drive on to Queen City Park Road at the north east corner of the parcel to.access the new gravel parking lot located at the north of the building as well as the gravel storage lot behind the building. See Bill Szymanski's comments regarding this additional access. Parking: A new 11-car gravel parking lot is proposed for the front of the building. Parking is more than sufficient for the use. A new gravel storage lot and yard is proposed for the back (south) of the building around the proposed garage. A 15 foot wide gravel drive is proposed to connect the proposed garage lot with a new gravel yard for material storage. Circulation: Circulation is -shown from the front parking lot to the back lot of the building via a gravel drive. The plans state it is 15 feet wide but scales off at 9 feet wide. The drive should be 24 feet in width at a minimum. Landscaping: $6000 worth of landscaping is required for the new addition; $1700 worth new of landscaping is proposed. The applicant also proposes to receive a $1100 credit for transplanting of on site trees. We do not usually give credit. for transplanting or existing vegetation. I will have a recommendation on landscaping available at the meeting. Additional credit. is requested for existing trees. Other: See Bill Szymanski's comments. Chief Goddette's approval wi l be required as a condition of permit. 4) SHERATON INN AND CONFERENCE CENTER, 870 WILLISTON ROAD The applicant proposes to revise site access and parking plans on the west edge of the parcel (adjacent to Williston Road.) This revision is due solely to the Route 2 widening that is in progress. The access, parking and landscaping plans need Planning Commission approval. The parcel is zoned C-1. 2 a � 6/20/89 JW MOTION/OF APPROVAL I ove the South Burlington Olanning Commission approve the Site P an application of Champlai' Water District for construction of a 3 square foot addition,�for water service operations use and construction of a 1.0 M.G. water storage tank as depicted on a 3 page set of plans titled "Direct Filtration Plant Expansion, Phase 2, Underdrain Plan, Paving Plan, Erosion Control Plan," prepared by R.A.P. and dated �5/89 with the following stipula- tions: awec/ .io ix wl'i° yo v �ci ft.M.% L7 ,,, 1. %----zlarz�a --- em i e Win- de err nes.w the.­s1+_,e.....t.�'be sufTi- iety therefore._.._.,-waiv.e.s..,_..th-ladscap ing requireme ,t /wow- •t-hi-s—pr.oj ect . 2. Plan Sheet C-3 shall be revised to show: a. A 15 foot wide access drive along the east property line as shown on Sheet C-1; and b. the proposed drainage plan as shown on Sheet C-1. 3. The plan shall be revised to show a side yard setback/ from the east property line of at least 15 feet. 4. A slope rights and snow storage agreement with the property owner to the east shall be recorded. The agreement shall be submitted to the City Attorney for review and approval prior to permit. A revised plan addressing stipulations 2---3- above shall be submitted to the City Planner for approval prior to permit. 0 C7 fK. The zoning permit shall be obtained within 6 months or this approval is null and void. Name: Contact: TELEPHONE MEMO Vt"-s - ------------ V- Signature Date: S u b j e c t 10 e- May 27, 1987 District Environmental Commission 111 West Street Essex Junction, Vermont 05452 Attn: Katherine Vose Res Champlain Water District Dear Katherine: Be advised that the South Burlington Planning Commission approved the proposed 1200 square foot addition for administrative offices including a laboratory on May 26, 1987 with the following stipulations that all two-way circulation drives as shown on the plan shall be at least 24 feet wide, that the easterly drive shown as fifteen (15) feet shall be designated one way entrance only,that a landscaping bond of $3200.00 shall. be posted prior to permit and a revised landscaping plan shall be submitted to the Acting City Planner for approval, that Fire Chief Goddette's approval will be required prior to permit., The Queen City Park Road sidewalk must extend to the eastern property line, that a road opening permit must be obtained from the City of Burlington for the new entrance prior to permit and that the building permit shall be obtained within 6 months or this approval is null and void. Should you have any questions concerning this project, please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative officer RW/mcp ef, o ve9-A, L-r Gtf. C S I',LOF uT S► zi Si9Z ZZ50 3G, 7s-0 12,��''F 333 333�9�a 70 v — 34 /d wT�4 L- Cyr/ 7'f 00 / 333, rl-e - ZZ'�v No Text City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 PLANNER 658-7955 May 22, 1987 Richard Prattt. Champlain Water District 40:3 Queen City Park Roach South Burlington, Vermont 054013 Re: 403 Queen City Park Road Gear Mr. Pratt: ZONING ADMINISTRATOR 658-7958 Enolosed are the agenda and my comments to the Planning Commission regarcii.nq your. plan. Please be sure someone i.s present on Tuesday, May 26, i987 to represent your application. >irice reIy, Kathryn Perk;i nu. ; AotincJ Planner KP/rncp Enc;1s CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) 2) APPLICANT ( name, address, phone #) 3) CONTACT PERSON (name, address, phone 4) PROJECT STREET ADDRESS: �,q�� 5) LOT NUMBER (if applicable) 6) PROPOSED USE (S) zw/c G>-�/CXnC4, .cs`kyU�4li li Y/ /C/CC�i�iti�� J 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) 8) NUMBER OF EMPLOYEES_ ,LS y�„�+,, _ Mj Apure(ApLO 9) LOT COVERAGE: building 4 %; landscaped areas e� % building, parking, outside storage /eo%,�,a, =LOW 10) COST ESTIMATES: Buildings $ --'c:"c7r , Landscaping $ 6✓/,W Other Silte Improvements (please list with cost) $ /cx, paw 11) ESTIMATED PROJECT COMPLETION DATE: GCT. 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon /v ; 12-1p.m. 1-2 p.m. 2-3 p.m..s 3-4 p.m. `s` 4-5 p.m. /c. 5-6 6-7 p.m. 13) PEAK --HOURS OF OPERATION:- IF'. c-7ci -yi: - ;-zac- i0. : - 14) PEAK DAYS OF OPERATION: /�![�G/1J�, 7/yle <.s/8 /ems DATE QF SU MISSION DATE OF HARING SIGNATURE OF APPLICANT .mil-���a •4. ,�i�-r7� F� rr,�� ���tii.-��f-></ PLEASE SUBMIT FOUR COPIES OF THE SITE PLAN WITH THE FOLLOWING INFORMATION Lot drawn to scale (20 foot scale if possible.) Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping. Existing and proposed curbcuts, pavement, walkways. Proposed landscaping plan (number, variety and size) equal to of greater than the required amount in the Zoning Regulations. Number and location of Parking Spaces: (9' x 18') with 22 or 24 foot aisles as required. Number and location of compact car spaces. ( This requires separate Planning Commission approval). Number and location of handicapped spaces as required. (13 feet by 20 feet in size, one per every fifty spaces) Location of septic tanks (if applicable). Location of any easements. Lot coverage information: Building footprint, building, parking and outside storage, and landscaped areas. Location of site (Street # and lot #) North arrow. Name of person or firm preparing site plan and date. 2 M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: May 26, 1987 agenda items Date: May 22, 1987 2) TIMBERLANE MEDICAL CENTER, TIMBERLANE 1. Additional storage and pumping capacity may have to be added to the Timberlane sewh,ge pumping station. 2. The intersection of Timberlane and Kennedy Drive is a problem. A traffic signal may be justified. This should be looked into. 3) CHAMPLAIN WATER DISTRICT, QUEEN CITY ROAD 1. I would recommend that the existing parking lot be enlarged to accommodate the additional parking instead of the new front yard lot. This lot will detract from an attractive building. Another problem with two separate parking lots is if one is full it would require drivers to exit out onto Queen City Road and into the other lot. A sketch of the enlarged lot is attached. 2. The Queen City Road sidewalk must be extended to the eastern property line. The plan shows it stopping at the edge of the new entrance. 3. A road opening permit must be obtained from the City of Burlington for the new entrance. 3) SHERATON INN, WILLISTON ROAD 1. The revised access drive conforms to the street improvement. plan. The curb adjacent to the sidewalk should be the standard (7 inch in height) to allow for snow storage. *P. ._12 . PLANNER 658-7956 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 10 June 1987 u Richard Pratt Champlain Water District 40:3 Queen City Park South Burlington, Vermont 05403 Re: Queen City Park Road Dear Dick: Enclosed are the minutes from the May 26, 1987 Planning Commission meeting. Please call me at 658-7958 with any questions. Sincerely, Kathryn Perkins, Acting Planner KP/mcp 1 I•.ncl ZONING ADMINISTRATOR 658-7958 CITY OF BURLINGTON, VERMONT i APPLICATION FOR DRIVEWAY/CURB PERMIT NG 211 C Under Revised Ordinances of 1982, Chapter 27 Permit Number The undersigned CH1311f"rrr 1:iA7EE' Dt,rC) -r (occupant/property owner) requests permission to remove feet of curb and/or to nstal re air a driveway lA �:FN e,ry R1R+u RC/-o at Street in front of Number 4C-3 , to be located as shown on drawing of subject property submitted herewith. Total driveway entrance is not to exceed -3v feet. The undersigned agrees that all work will be done by a contractor, acceptable to the Superintendent of Streets, and will be done according to specifications adopted by the Board of Street Commissioners. All work will be done at the expense of the permit holder. �:��rC-0 `Lc Work is to be done by A-/ Fee Paid $ Applicants Home Telephone - Business TelephoneC4— INSPECTION Application Dated Signed,.�✓. �: .,.�.a Javg i REPORT Metered Parking Spaces? _ X/M Intersections?-/i1//4 Fire Hydrants?, A- 4" l�� •� Utility Poles?,rc(9Q2& Cot -Id, Public Trees?� �c-�% L l�'� •�1� �'=� Catch Basins?„ Z4deel 6dn-tc)al % `-• Adjoining Property? USE: Commercial Residential Other Obstructions? recommend that application be denied/approved not to exceed ! — feet of cut. Date: /v !�`� �l ` Inspector: St 4 PERMIT Permission is hereby granted to C4 A A AIN 4JA7Z=X' LD:sMrc,T to remove feet of curb and/or to install/repair a driveway at Number 03 0Ur�C 1 env PAt` K R ID Street, Burlington, Vermont. The total curb cut/driveway entrance shall not exceed .30 feet in width. All work is to be done by A107- LX�j k A" g. ,A.1 and is to be done according to specifications adopted by the Board of Street Commissioners and in the presence of a designee of the Superintendent of Streets. All work is to be done at the expense of the permittee. Where private property use has been modified so that an existing curb cut is no longer needed or where City Ordinances do not permit curb cuts at existing locations the Superintendent of Streets may require the abutting property owner to replace the curb at their expense. Arrangements for construction inspection shall be made by calling the Burlington Street Department at 864-7428. A minimum of 4 hours notice must be given. This permit us granted for V ays andeexxpires on �19 ri Permit dated: SigneSuperintenTHIS PERMIT IS GRA ZED PURSUANT TO THE CONDITIONS COHEREIN AND THE STANDARDS, PROCEDURES AND OBLIGATIONS SET FORTH IN CHAPTER 27 OF THE CODE OF ORDINANCES OF THE CITY OF BURLINGTTON. Signed C (� _ . - A G� 6^", Star Press Permittee )EA-" 4,u.3 Pile-rr- C�7.7 OF BURLINGTON PUBLIC WORKS DEPA TMNr Application For vaste%:ater Collection and Treatment hrner/Applicant_ _ �.�,i.9���i�i l-t/yr. �Sl�'ic!- Date-5-X8le l34o Phone 0 roj ect Location rchitect/Firm Contact�— Phone. O �a - 7-AS- - :oject Description �f�iGE �'piST<�ll /,/Qjr�� 7il�.gT-,y✓T /�ky�usipc� uer lateral size 15 Residential, C of units gallons/toilet flush 0 of bedrooms/unit total 0 of bedrooms ,EkisrivG 7�c-t� c Commercial projects, 6 of staff /S Square Footage ,y,�<✓ /�ao Product/service_ X242 Food Service, 0 of seats sent use of Project site :ify system to Which stormuater and footing drains will connect: TU�s.� 4Cr itects/Engineers Estimate of Wastewater Discharge Quantity - • • .. I.. . v r sated Construction Start Date sated Completion and Occupancy Date P Y leering Plans must be made available upon request. The approval on the reverse side ! e immediately invalidated when .six months lapses before start of project or if ities are installed which were not covered by this Approval.c,�— sIde to be completed by Public Works Department personnel /1',p11J Plant Service Area t Downstream Manhole N Sewer Map # Lateral: New X Existing Size Cppzoximate location of building sewer tap to Main IF?O• I awer System Capacity Available? YL--,5 pecial Requirements i ump Station Involved? YES ump,Station Capacity Calculations ndifications required to Pump Station N �A ter Quality Information retreatment Required }J ._e Calculation s I 'I� RGES :er- is an application fee of $20 to cover City processing. A Capacity Impact Charge Y-S-20 per gallon per day is applicable to projects discharging to the Main or East -eatment plants. In addition, sewer system capacity impact charge and high —strength .stewater treatment surcharge -nay be applicable to certain projects, depending on their cation and wastewater pollutant strength. signre by Pub 'c %lorksrMember olication Fee Al wer Impact Feed r :!atment Plant Fee. 00 Strength Fee 'al _al Charges: Date # �§nutb Burlington 3 ire Bepttrtment 575 Barort street Knuth :6 urlinglon, Uermunt 05401 May 27,1987 Champlain Water District 403 Queen City Park Road South Burlington, Vermont 05403 Mr. Edward Blake Manager Dear Mr. Blake, 9 OFFICE OF JAMES W. GODDETTE, SH. CHIEF (802) 658-7960 Plans have been reviewed by this department for the addition to the Champlain Water District complex on Queen City Park Road in South Burlington and at this time I do not see a problem . I would like to thank you for your cooperation in trying to make South Burlington a safe community to work in. If you have any questions please feel free to call me. S' cerely ames W. Goddette Sr. Chief CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD ( name, address, phone #) l/1.9.YJ.o1iy dJi4r�✓� U/ST,�/G/- 2) APPLICANT (name, address, phone #) r.�ir�.oLf%r,� Ql./ �✓ Glr� r�i9>2lc /2J.5C/� c9l 4 - 7'4-s"¢ 3) CONTACT PERSON (name, address, phone #) 2/�.5�9l1.J/ITT 5) LOT NUMBER (if applicable) 6 ) PROPOSED USE ( S ) /C/[rTE2 //,/ ,V h//,tTfA 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) /� Gtz� •s'9-FT. /'/P.E Cr✓�cGE/2y. ��'�Z �-. /7Z.0 8) NUMBER OF EMPLOYEES /-5" 6�2>G.yyy«J 9) LOT COVERAGE: building -5` %; landscaped areas Zs" building, parking, outside storage /lo_% 10) COST ESTIMATES: Buildings $SS0�CYxJ, Landscaping $ Other Site Improvements (please list with cost) $�cxx� /rz 11) ESTIMATED PROJECT COMPLETION DATE: 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon /o ; 12-1p.m. /0 1-2 p.m. S" 2-3 p.m..S 3-4 p.m. 4-5 p.m._/0 5-6 p.m. --r' 6-7 p.m. O 13) PEAK HOURS OF OPERATION 87V ems , ce> 14) PEAK DAYS OF OPERATION: DATE OF SUBMISSION SIGNATUR OF APPLICANT DATE OF HEARING i