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BATCH - Supplemental - 0016 Gregory Drive
J/ rj' Irk November 30, 2017 Re: #SP-17-79 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six(6) mnnthc If you have any questions, please contact me. Sincerely, Raymnd o3. Belair"/ Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburI.com Pik !r N_ i south burro ton PLANNING & ZONING Permit Number SP- . --f— toffi-c 0.1Y) APPLICATION FOR SITE PLAN REVIEW dAdministrative- 0 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..OWN.ER(S) F RECORD (Name(- as shown on deed, mailing address, phone and fax ft 2. LOCATION OF LAST RECORDED DEEDS) (Book and page ++#): 00 ��y/ P 6;0 `6' 3. APPLICANT (Name, mailing address, phone and fax #): �a % 1 I 1 C1 , , r? SQL % F 'Jo C= ,1,x s` e) Lam) II 323- 04'1 VA �5-7-7�7-13ifi 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name,r address, phone & fax #): ` , Mi et 0 S2 i,4,-G = P • u. S"U s;, L. ,))1) 1 s ue~• 5�-J� i e P I f �a 2, 7 �- ,�=7r% Y 7`',,y Vf �v� - Lc ��� - Z it r 1 �� k IAA •?s? 7,-7- Me . 4a. CONTACT EMAIL ADDRESS:: U,—, c �� c_'r t✓ j'a 5. PROJECT STREET ADDRESS: Irj� re �� �� �, �r �v Sou i I ►�,y �� r 6. TAX PARCEL ID #.(can be obtained at Assessor's Office): 0 % LID — CLOD 16 9 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): 74'%Ir 1`4 sr 1/ S-" b i= Oro 1914-Y i !`h ! /ri, l ! oGl � ti': r.+e. t .74 &4P1il , 5 �6,►, A AArJe. ' r b. Existing Uses on Property (including description and size of each separate use): 5j rS (QL��'P+lnllVSe d LJbCiy 5e I P 0=� c. Proposed Uses on property (include description and size of each new use and existing uses to remain)- �{� y<(p 5 O �' ,-e),er,,l e&—O'e-e S f4e eqki - d. Total building square footage on property (proposed buildings and existing buildings to remain): _ y� 24LI e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if r" basement and mezzanine): 1 , t-i A 11 % P E L-0 f 2 04 oDn )15 �C � OO f. Number of residential units (if applicable, new units and existing units to remain):_ g. Number of employees (existing and proposed, note office versus non -office employees): Po h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 77/ q7 2- Sq. Ft. a. Building: Existing 2L 7- % / °20/ DD'a sq. ft. Proposed %/ ---- sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 61,7 %/ S3, SNa sq. $. Proposed _sq.:ft. c. Front yard (along each -street) Existing % / /6 37, sq. ft. Proposed --- % / � sq. ft. d. Total area to be disturbed during construction (sq. ft.) Cam` 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): $ .2 6� 010 b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): _ 7.136, of t-m 51 PM 11. PEAK HOURS OF OPERATION:_ W S A A m— 6 f o a 12. PEAK DAYS OF OPERATION: Wioh���, l^ �„ �r i`rr�• yr 13. ESTIMATED PROJECT COMPLETION DATE: 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 (l 1" 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 schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17'), and one digital (PDF-format) copy. 3 Site Plan Applica(ion Form. Rev. 12-2011 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 SIGNATURE OF PROPERTY OWNER PRINT 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: 1-1 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 A\ f0 \ EXISTING CB N7 RIM ELEV 339.14 If PVC OUT = 335.14 % LOT COVERAGE (2-16-06) LAND USE AREA I % OF TOTAL DRIVES & PARKING O.73 AC. 40.8 % BUILDING (INCL ENTRY) o46 AC. 253 % TOTAL COVERAGE 1.19 AC. 66.5 % OPEN SPACE 0,60 AC. 33.5 % TOTAL 1.79 AC. 100 % FRONT YARD COVERAGE 0.12 AC. / 0.43 AC . 27.9% PROJECT BOUNDARY - - 11DEUNE OF EASEMENT THE CONTRACTOR SHALL NOTIFY-OIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. SIDE ME OF BUILDING SETBACK W STORM EASEMENT ' TO LOT 012 - -340- EXISTING GROUND CONTOUR MM FINISH GRADE CONTOUR 4 If END SECTION ELEV . 335.80- ® $ SANITARY SEWER AND MANHOLE W EXISTING WATERLINE AND CATEVALVE j f' UD OUT . 33180 �- ST EXISTING STORM SEWER AND CATCHBASN \ 0 ST PROPOSED STORM SEWER AND CATCHBASIN / W UNEERDRAIN CLEANOUT 8" INV. ELEV 335.9 G EXISTING GAS LINE C AINSN : EXISTING DRAINAGE SWALE IATCPEE V3a90MR66 12" PE OUT 336.76 p 9 GSI //}'� / PROPOSED DRAINAGE SWALE EQ pP4'P ,I, 0 `HAY J TREE OR SHRUB / PCS'• \ \ I LIGHT -336 �� S� S1� CONCRETE O PROTECTIVE O ( BUILDING MOUNTED LIGHT BARRIER (TIP.) \ X C.O. .in/[.9T`CY CRAVE C. v NEW CHAIN LINK T 4y'F DUMP TER �P4 ENCLOSURE WITH si\ \ ) O PROJECT DATA O OPAQUE SCREENING AND A SLIDING GATE, \ LOT 3 W.W. GRAINGER INC. ZONED. IC - MIXED COMMERCIAL AND INDUSTRIAL I \ MINIMUM LOT SZE: 40,000 S.F. (LOT 12 - 77,972 S.F.) (FEE = 343.5 }� MINIMUM FRONTAGE: 120 FEET G MINIMUMSETBACKS: ,N \ O YARHD: 40 FEET SIDE YARD: 15 FEET REAR YARD: JO FEET E%ISTING CB S8 RIM ELEV = 339.40 LOT )) TYPICAL EVERGREEN TREE \ NOTE: NO MORE THAN 30% OF THE FRONT YARD MAY BE lP" PVC IN J34.80 y USED FOR FOR PARKING AND/OR DRIVES. A MINIMUM 15 12' PVC IN 334.7t 02, LLC �. FEET N1EE CONTINUOUS STRIP, TRAVERSED ONLY BY DRIVES 12" PVC OUT = 334.59 MUST BE MAINTAINED ALONG THE STREET R.O.W. C/O JOHN DESMOND / \ WATER: CONNECT TO EXISTING MUNICIPAL \ $ - 6' D.I. WATER SERVICE STUB _ WATER:EXISTING GRAVITY COLLECTION SYSTEM \ F� GAS METERS \\ STORM:ON-SITE ION TO MUNICIPAL ELEC. METERS C O ' $TORMWATER COLLECTION SYSTEM �G EASEMENT AND RIGHT OF WAY FOR INGRESS AND EGRESS TO LOT 8 NO PARKING .P 1�y'' SANITARY SEWER SIGN (TYP.) /' ) EA�YAENT TO LOT I/11 / FINISH FLOOR ELEV - 344.25 -346 \ / L \ \ F C.O. - 342� V '4' SSG O / 'r�'4" �G G�P9 NOTES: Q, 1. BOUNDARY INFORMATION TAKEN FROM THE SUBDIVISION PLAT OF 'GREEN TREE PARK", SHUNPIKE ROAD, SOUTH if PE END O O O Nay O �V / a d.P BURLINGTON. VERMONT. BY TRUDELL CONSULTING ENGINEERS / \ SECTION 340.50 O O 9P0v F, A0y / p INC., LAST REVISED 8/9/89. B' WEEP . 338.7 SHEET A) o �^T4_ V` ooi. _3aa� C.O. O 1XNf-E%JJ].0LE ,r �� ' O INV 341.0 �9,RF � r uMt80K / firauw> �v� SEC PE INV Q0 Q 0 \ \� V.339. RIM;B3 SIN70 ` 12" P.E. IN . 339.50 U.D. 5-18-17 REVISED PARKING OLH 12" P.E. OUT . 3W50 SE R C.O. / Q / /' 5-24-18 ADDED OUMPSTER FENCE, HC PARKING SPACE DlH IN = 33=1.83 3-4-16 REVISED PARKING. PROPANE & DUMPSTER AREA GEM 2-24-06 ADD SNOW STORAGE AREAS ABR Y a TCNBASN �G 2-18-OB ADD 2N0 DUMPSIER, DRIVE TO LOT 11, LANDSCAPING ABRST C.O. •PTo RIM 3a3.00 / / SIGN 0 P G 2-18-99 REVISED PARKING SPACES ABR i Nr i 8-20-98 REVISED PER STAFF RENEW (FRONT YARD COVERAGE) ABR 8-11-98 REVISED PER STAFF REVIEW - GENERAL REVISONS ABR LOT O ---- ---- OY 7-17-98 REVISED PARKING LAYOUT / ADDED EASE TO LOT 11 ABR \ RIMEEXISTING S H NB C a 1GREEN STRIP / < B AUN & MAURER PIOGEON RIM ELE 3a7.30 7-3-98 REVISED PER STAFF RENEW ABR B' PV IN - 341.75 S +' 8" PV OUT = 341.75 \ � 10' ITU=EASEMENT a •' Ky 6-18-96 REVISED POND OUTLET ABR EXISTING CB �3 \ 9 N ``L` date description by RIM ELEV = 348.12 (2�'12" PVC IN = 341.85 �C, s REVISIONS 12PVC OUT = 341.68 Q G THESE _ `V e" NLATEST NS SHOULD OF PVC / ONLY BE USED FORTHEPURPO E SHOWN BELOW: SHEETS l � EXISTING B R3 RIM ELEV= PRELIMINARY CONCEPT 347.20 \_ s _ S C] SKETCH 12' PVC our = 343.ao � M FINAL GREGOR DRIVE P G N O [-IR CORD DRAWING 1 npL LOT 2 pro). no. �� y q� IF RESOLUTION REALTY PARTNERSHIP 16 Gregory Drive Investment 96042 h Sur Vey LOT #12 GREEN TREE PARK HLS/DEL P.'. WA R N ! GREGORY DRIVE, SOUTH BURLINGTON design R _ � ABR/LAL APPLICANT & OWNER d re. 4ty / E%ISTNG SMH y] EXISTING SMH B5 ABR RIM ELEV = 348.98 RIM ELEV = 349.33 \ 16 GREGORY DRIVE INVESTMENTS V 8' PVC IN = 341.28 8" PVC IN = 340.67 \ 16 GREGORY DRIVE SITE PLAN checked NEW 6" PVC IN = 34t38 8" PVC IN = 340.60 \ \ SOUTH BURLINGTON, VT 05403 LAL / 8' PVC OUT - 341.28 8" PVC OUT = 340.53 \ ante GRAPHIC SCALE 4-30-96 0 1. m stole LOT O3 LA�OUREUX NONE & O'LEARY T"=zo• MERGENS-W1LT$HIRE, LLC f wATf" a Conpulting Engineero Inc. w,0 Sf r. 14 Morse DriYe sht. no ( IN FEET) SANLtPRNT Eesex Junction, VT 05452 1 loch 20 (t N40 fAVE (802) 878-4450 1 Engineer0-Planner0-gurveyor0 1 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2o16 Project Name & Address 116 Gregory Drive Property Owner 16 Gregory Drive Investment, LLC Effective Date TOTAL IMPACT FEE $3,106.73 Value of New Construction: Type of Construction Fireproofed Steel Masonry I Wood Skeleton or or I Frame SF SF Reinforced Concrete I I Structure Type of Use Concrete Bearing Industrial/Manufacturine - - S66 S69 S65 Fneineerine & Research S88 S96 S93 General Office - 512_3 S11_-3 Medical Office _ _ _- _ - _ 5133 _ _ S71 -_ 569 General Retail S84 S54 S51. Auto Service Facility _- _ _ _ -_ "4 _ _ _- 581 Elder Care Facility 5102 S74 S72 Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Post construction value of structure & land Road Impact Fee PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: NET ROAD IMPACT FEE Police Impact Fee Square Feet of New Structure or Addition Base Fee: $0 $0 $1, 2 67, 300 $1, 267, 300.00 6.1 $2,498.16 5494.25 1 $3,106.731 SF Pre -Fab Steel Structure S64 S88 5104 - S67 S41 S78 SF { South Burlington Planning Zoning wq New Non -Residential Construction Impact Fees Project Completed by April 1, 2016 Zter - Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 1 $0.00 1 __$0.00 w1267300 $671.67 $0.00 $0.00 $0.00 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Fireproofed Steel Sketloton or Reinforced Concrete Structu re SF Masonry or Concrete Bearing Wall Structure SF Wood Frame Structure SF Pre -Fab Steel Structure SF Type of Use Industrial/Manufa l Engineerin ctu ring g and $76 $100 Office l Medical T l (General) Office l $141 $152 General Auto Retail Service $96 NA Motels Elderly Care $117 NA $56 $79 $110 1 $129 $81 $62 $96 1 $85 $53 $74 1 $106 1 $126 $79 $58 $93 $82 $53 $73 $101 $119 $77 $47 $89 $82 05/24/2016 L— ty of South Burlington Grand __ist Page 1 of 1 10:52 am Parcel Report ray For Parcel: 0740-00016. 16 GREGORY DRIVE INVESTMENT LLC Name 16 GREGORY DRIVE INVESTMENT LLC BOX 508 WILLISTON VT 05495 Location 911 16 GREGORY DR Tax Map 35-015-000 Codes: (1) (Category) C (Equipment) (Owner) C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 1.79 Real Land Building Equipment Inventory Values: 1,267,300 189,000 1,078,300 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 1,267,300 Housesite Special Exmp Grand List 0.00 0.00 12,673.00 Misc: Status: T Bill #: 55805 Updated: 05/23/2016 Last sale was: Valid on 03/21/2006 for $1550000 recorded on 744/608 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150201000 (8) : N (9): 06/16/00 SPAN: 600-188-15363 SOUTH BURLINGTON LOCATION PLAN A\ -V �o \ EXISTING CB /]�. 3' RIM ELEV = 339.14 p 72" PVC OUT = 335.14 SEE SHEET _ / I LEGEND 2 PROJECT BOUNDARY / 1r THE CONTRACTOR SHALL NOTIFY •DIGSAFE• AT - - SOELIME OF EASEMENT / \ 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. SIDELINE OF BUILDING SETBACK 15' STORM EASEMENT ' TO LOT 012 - -340- EXISTING GROUND CONTOUR / 19W FINISH GRADE CONTOUR / ------ 0- S SANITARY SEWER AND MANHOLE }4 12• END SECTION ELEV - 335,80 -W EXISTING WATERLINE AND GATEVALVE I• UD OUT . 335.80 ❑ ST EXISTING STORM SEWER AND CATCHBASIN - T PROPOSED STORM SEWER AND CATCHSASIN S UNDERDRAIN CIEANOUT CATdIBA9N o4 \ 8" INV. ELEV 335.9 G EXISTING GAS LINE PoM ELEV . 340.90 EXISTING DRAINAGE SWALE 12" PE PE OUT = 336.78 . 33PROPOSED DRAINAGE SWALE 12• 6./� QGyJpp� � C� S pp 1 �ry 00 ' a 0 TREE OR SHRUB -PROTECTIVE336 `v4 CONCRETE ` I 1 I LIGHT FRONT YARDCOVERAGE 0.12 AC. /0.43 AC=2].91E O BARRIER (TN+.) BUILDING MONO LIGHT NEW CHAIN LINK ENCLOSURE NDUMP TETIR� f4y� \� PROJECT DATA OPAOUE SCREENING \ LOT ) 3 / AND A SLIDING GATE_ \ \ W.W. GRAINGER INC. ZONED: IC - MIXED COMMERCIAL AND INDUSTRIAL MINIMUM LOT SIZE: 40,000 S.F. (LOT 12 - 77.972 SF.) - \ (FEE = 3415 MINIMUM FRONTAGE: 120 FEET ��M • // '' MINIMUM FRONTBAAD: 40 FEET SIDE YARD: 15 FEET _ - REAR YARD: 30 FEET 338 TING CB /6 NOIF• NO MORE THAN 30% OF THE FRONT YARD MAY BE ELEV = 339.40 I LOT 11 TYPICA! EVERGREEN TREE .A \ \ USED FOR FOR PARKING AND/OR DRIVES A MINIMUM 15 PVC IN 334.80 9 -� \ FEET WIDE CONTNUOUS STRIP, TRAVERSED ONLY BY DRIVES PVC IN 334.71 D2, LLC PVC OUT = }34.59 MUST E MAINTAINED ALONG ME STREET R.O.W. C/o JOHN DESMOND B. \ jh WATER: CONNECT TO EXISTING MUNICIPAL 8• D.I. WATER SERVICE STUB WATER: CONNECT TO EXISTING MUNICIPAL �. ry� GRAVITY COLLECTION SYSTEM !� ry GAS METERS 6ON-STE TREATMENT ELEC. METERS C.O. �� \ I STORM. S70RMWA7ER COLLECTION STORM: SYSIEMCTION TO MUNICIPAL EASEMENT AND RIGHT OF WAY y FOR INGRESS AND EGRESS TO LOT 11 ER E�TARTO LOT III / / / / FINISH BOOR ELEV 344.26 h-346 L C.O. � 342� 6. / / .,166'� p JG G NOTES: Y w' Ol 1. BOUNDARY INFORMATION TAKEN FROM THE SUBDIVISION IY PE END O O O tL Q f .VQi 4"-.. / / y P� PUT OF •GREEN TREE PARK% SHUNPIKE ROAD. SOUTH \ SECTION 34a30 O O "MI / TEN C• / Y1. BURUNGTON. VfRMONT, BY TRUDELL CONSULTING ENGINEERS / O l,A / / p 0 INC., UST REVISED R/9/89. S1EEr 03 7 O �I�� 0 .P P• / /�.p5 WI,¢0 2. THE PURPOSE OF THE 3-4-15 REVISION IS TO DEPICT TH O O O-344�'� -- -J_ 4�j / / / EUIEDISTErAL IMPROVEMS OF ENTS. THE EXISTING PARKING LOT M/}-EL �,p O NV = 341.0 ,4 O NNUMe %tt nNUWA> hnNW�ty> re �'f� ND SEC 12* PONE- 339.00 � e '9 CATCHBASIN V.339. RIM = 341.70 / 12• P.E. N . 339.30 O / / / 1• U.O. IN . 339.SO / 12• P.E OUT . 339.50 EW HANDICAP / SE R C.O. O PARKING SPA EN 5-24-16 ADDED DUMPSTER FCE, HC PARKING SPACE DLH ( 5 y .a® 3-4-18 REVISED PARKING. PROPANE & OUE MPSTER AREA OLH 2-24-06 ADD SNOW STORAGE AREAS ABR ATCHBASIN SIGN QJG 0 G/ / 2-16-06 ADO 2ND DUMPSTER, DRIVE TO LOT 11, LANDSCAPING ABR f \ C Q w 12M P.E. 011OU 2-18-99 REVISED PARKING SPACES ABR 348 ' / / O \ 8-20-98 REVISED PER STAFF RENEW (FRONT YARD COVERAGE ASR O f<E - - - -� - 8-11-98 REVISED PER STAFF RENEW - GENERAL REVISIONS ASR LOT 9 EXISTING S H C 15' C,O Off' 7-17-98 REVISED PARKING LAYOUT / ADDED EASE TO LOT 11 ABR ALAN & MAUREEN PIDGEON RIM ELE = 347. 0 O GREEN STRIP az / / 6 8" PV%�I/N 361.75 S /� ,6 7-3-96 REVISED PER STAFF RENEW ABR 8" PVC WT = 1.7 \ ^8.270n' 10' UTILITY EASEMENT Q ' 6-18-96 REVISED POND OUTLET ASR E%ISTING CB N \ I1 g y - RIM ELEV = J46.12 d9[f description by (2�1Y PVC IN = }41.85 Q S u PVC our = 341.69 G REVISIONS M1 e" P THEY PLANS WITH LATEST REVISIONS SHOULD OF �• �_ --.- ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SEEM E E SKETCH/CONCEPTRIM RIM ELEV 347.20 5 12" PVC OUT = 343.80 G t__�+• 0 PRELIMINARY ST / CrQA S S"PVC N FINAL , T?•p� VLF.'IJ DRIVE W / LOT O2 0 RECORD DRAWING Era} no. /'N' N q4 w RESOLUTION REALTY PARTNERSHIP 16 Gregory Drive Investment 96C142 / LOT #12 GREEN TREE PARK HLS/DEL _ A GREGORY DRIVE, SOUTH BURLINGTON dealyn ABRAAL w} ♦ _ - �� APPLICANT & OWNER (v RIM ELE 91N 8. RIM ENG SMH /5 \ tfi GRECORY DRIVE INVESTMENTS ABR A. RIM ELEV 318.98 RIM ELEV 349.33 8• PVC IN 341.28 8" PVC IN = 340.67 \ 16 GREGORY DRIVE SITE PLAN checked NEW 6" PVC IN 341.38 8" PVC IN 340.60 \ \ SOUTH BURLINGTON, VT 05403 LAL 8" PVC OUT 341.28 e" PVC OUT 340.53 dote GRAPHIC SCALE \ 4-30-96 �3 scale LOT LAOUREUX, TONE & O'LEARY 8 =2D' MERGENS-W1Lr5HIRE, LLC WAR, µ Conpulting Engineero Inc. ( IN FEET) 3E1 NA 0 �Y 14 Morse Drive 1 Inch = 20 [L SAE I'll, Essex Junction, VT 05452 (802) 878-4450 •� Engineerd-Plannero-5urveyoro LOT COVERAGE (2-16-06) LA4D USE AREA I 1 OF TOTAL DRIVES & PARKING 0.73 AC. 40.6 S BUILDING (INCL. ENTRY) 0.46 AC. 25.7 x TOTAL COVERAGE 1.19 AC. 66.5 % OPEN SPACE 0.60 AC. 33.5 e TOTAL 1.79 AC. 100 X southburlincyton PLANNING & ZONING March 31, 2015 16 Gregory Drive Investment, LLC c/o William Savage, Registered Agent 181 Windridge Williston, VT 05495 Re: Open Zoning Permit — 16 Gregory Drive Dear Mr. Savage: A review of our records has indicated that the above referenced property has an open Zoning Permit (copy enclosed) in that a Certificate of Occupancy has not been issued for the work authorized by that permit. Section 17.03 (A) of the South Burlington Land Development Regulations requires that a Certificate of Occupancy be obtained prior to using that which was approved under the permit. Additionally, condition #5 of site plan approval #SP-06-09 (copy enclosed) also requires that a Certificate of Occupancy be issued. Therefore, please complete and submit the enclosed Certificate of Occupancy application together with a $153 application fee within two (2) weeks from the date of this letter. Should you have any questions, please feel free to contact me. Sincer ly, aymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802,846.4101 www.sburi.com i i 03/31/2015 City of South Burlington Grand List Page 1 of 1 08:56 am Parcel Report ray For Parcel: 0740-00016. 16 GREGORY DRIVE INVESTMENT LLC Name 16 GREGORY DRIVE INVESTMENT LLC BOX 508 WILLISTON VT 05495 Location 911 16 GREGORY DR Tax Map 35-015-000 Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 1.79 Real Land Building Equipment Inventory Values: 1,267,300 189,000 1,078,300 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Egpm Land Use Amt Prev. Real 0 0.00 0 0.00 1,267,300 Housesite Special Exmp Grand List 0.00 0.00 12,673.00 Misc: Status: T Bill #: 55805 Updated: 06/10/2014 Last sale was: Valid on 03/21/2006 for $1550000 recorded on 744/608 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0) : 150201000 (8) : N (9) : 06/16/00 SPAN: 600-188-15363 Corporations Division Page 1 of 1 Back Business Information I Business Details i Business Name: 16 GREGORY DRIVE INVESTMENT, LLC i Business ID: 0019970 Business Type: Domestic Limited Liability Company Business Status: Inactive LLC Subtype: Member Managed Business Description: HOLD REAL ESTATE Fiscal Year Month: 2 Date of Incorporation / Registration Date: 02/21/2006 Principal Business Office Address: 181 WINDRIDGE, WILLISTON, VT, 05495, USA Mailing Address: 181 WINDRIDGE, WILLISTON, VT, 05495, USA Citizenship / State of Incorporation: Domestic/VT Principals Information No Principal(s) listed for this business. Registered Agent Information Name: WILLIAM SAVAGE Physical Address: 181 WINDRIDGE, WILLISTON, VT, 05495, USA Mailing Address: 181 WINDRIDGE, WILLISTON, VT, 05495, USA Trade Name Information No Trade Name(s) associated to this business. Back Filing History Name History Return to Search https://www.vtsosonline.comlonlinelBusinesslnquirelBusinesslnformation?businessID=19... 3/31 /2015 CITY OF SOUTH BURLINGTON ZONING PERMIT APPLICATION Applicant: klAfk _J . �/ a -);k6 �F_4Ll Application No: —0� —OJ (office use only) Address: SWax'e PW • Daytime Tel. No: _CBot) 96 0 -61, y o Property Location: Property Owner: Roo_rz ri44 ,(A__J D!� eLc Tax Parcel ID No. o ?$1 o Address: . 0 %30 X 913 z Parcel Size: 1.75 Ar- W; e_e iS4'..", Uf• 63-y9S Present use of property (describe current use of property-i.e. single family dwelling, duplex, retail, etc.) /-1 � MtIN���i�Jc�utr.k1 8(c6G S� Present structure/improvements on property (describe all buildings on property, including size, dimensions, etc) otia 6,.w-,Ld`,/oo'x zoo ' Zo 000 �G64pA,Aj Proposed use of property (describe): Proposed structures/improvements (describe your project): Add el,aKt,c�s�>Eg roK R�cy�O� s 3 wAC-A& ea dgK--- Attach sketch plan (see attached sketch plan instructions) or site plan. Estimated cost of improvements: )0/sa. Does the property owner or applicant own the property next door? If yes, describe %(/ O Property access (public road frontage, public water frontage, approved right-of-way):,¢ Applicant/Owner Certification t The undersigned property owner hereby consents to submission of this application and understands that if the application is approved, the zoning permit and any attached conditions will be binding on the property. 4A W .1 17.,E lU,, G O fo.cr� c� � � L G C j �� Property Owner Signature Date The undersigned applicant hereby affirms that the information presented in this application is true, accurate and complete. �26a Applicant Signature Date ADMINISTRATIVE OFFICER ACTION Date Received: -3 Fee Received: $ Identification of zoning district: Identification of proposed use: Proposed use type: Permitted Conditional Date of site plan approval/denial V � 6� Appfoval Date Denial Date Date of subdivision approval/denial Approval Date Denial Date Date of conditional use approval/denial Approval Date Denial Date Date of appeal variance approval/denial: Approval Date Denial Date FINAL AD;INFIVE OFFICER ACTION rat APPROVED // * ' Date o Appr val ddmiinistrative Officer's Signature This permit shall expire on DENIED Date of Denial Reason for denial: Administrative Officer's Signature Notice of Appeal Rights Any interested person may appeal this decision by filing a written notice of appeal with the clerk of the development review board within 15 days of the datr of this decision. The notice of appeal must be accompanied by a filing fee of $1 10.00. { e RESIDENTIAL 40*�> ♦COMMERCIAL BUILDING * REMODELING * RESTORATION * INSURANCE CLAIMS SPECIALISTS November 1, 2006 Ray Belair Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ray: As you requested, I have filled out the paperwork for a permanent Certificate of Occupancy for 16 Gregory Drive. Unfortunately, I have no idea what Zoning Permit number we are working with; Bill doesn't seem to know either. As you can see by the application, we added the cedars in August; the weather hasn't been the greatest for their health and welfare; but I believe that by spring they will thrive and fill in nicely. If not, Drinkwaters is just a call away. We like the privacy too. If you have any questions when you pay your site visit, please do not hesitate to ask for me if Bill is not available. One of us is always here. Yours truly, Toni Lisman General Manager 16 GREGORY DRIVE SOUTH BURLINGTON, VERMONT 05403 * Website: www.gwsavage.com * * Email: gwsavage@gwsavage.com OFFICE (802) 660-8900 NAA TOLL -FREE 800-684-0404 FAX (802) 660-2491 r 1, SOUL .:: i..w . 601ten PLANNING & ZONING May 6, 2016 Re: #SP-16-26 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced 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. ;aymond ncer y J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 0 11 s�thbu ��L PLANNING & ZONING Permit Number SP- - —w— (office use only) APPLICATION FOR SITE PLAN REVIEW dAdministrative• ❑ 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 #): 16 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Zyy ti8 (oo 3. APPLICANT (Name, mailing address, phone and fax #): �� 1 C{ �{� Sit ✓�'�j F ('C9 ) I 6 �,n 4'if-, ii (F J�. L' � r-X E—e S fJ `ir G'�Ll l ) c i 1. 3'0 Z - > 73- L4vi' I-t�-- z Vie ? f 7 - 7,� 7- )3 i ,� 4. CONTACT PERSON (person who will address, phone & fax #): ' F75- all correspondence from Staff. Include name, Sa,1,4 4 : . ��. gt Il 4a. CONTACT EMAIL ADDRESS:: S4L iJt �, r" �� �,- L✓ SG Lrr 5. PROJECT STREET ADDRESS: Ire l Y'C C, D e � j 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 07gC) 0e)0 1 (,> 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for):` L tri'or- -r.4r �i F nro►9Pr/4- I'J,i/,.,%. 41i'l f/ ,' f .04r T-, N�d 5 e �_�ih Sid ✓i d 5 nPc_i c. \ Dl,r, b. Existing Uses on Property (including description and size of each separate use): � �-r—/I AIe,)L?�Nm� •c U_4P_ c. Proposed Uses on property (include description and size of each new use and existing uses to rernain)- H4 2 5, 5 F D� (-'eher,_l 4-V e e 5 pet IjgAfy - Con 5trv��-�'aii Servie�,s — 9 d. Total building square footage on property (proposed buildings and existing buildings to remain): r 2'P6 e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): j G,) 134 j %,o f 2 ©, Me � �1 Fes` Y%fl r W i -i L e, EA lk cam` v0 -e -r -/ c. d O c? f. Number of residential units (if applicable, new units and existing units to remain): _ g. Number of employees (existing and proposed, note office versus non -office employees): 0A✓,Site. 2 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: % 71 1 Z Sq. Ft. a. Building: Existing a,C, 7 % / Proposed % / �D� add sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 61, 7 % / 53, 6'HD sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing -C�� % / /6 3% Y sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (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) l b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC F a. P.M. Peak hour for entire property (In and out):. 7!3 o e4 � 11. PEAK HOURS OF OPERATION: 7:`3 o A m — 5'd v n 12. PEAK DAYS OF OPERATION: i&y, Fr I d e, 13. ESTIMATED PROJECT COMPLETION DATE: 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 schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 �r 31 1G 01:00p Rigner Ma,.31.2016 12:27PM G.'4J � ',GE CORP, �i 757-789-0951 No. 515y Y p �I 1 NOTE: NOTIMCATION of ADJOINING PROPER'><'X OWNERS: NotL cation of adjoining pzopet"y ov,ae,7L�, iu accora=cm wita 24g44.64(a) and Sectio i 17.06(—R) Of the South Burlingt= Land Development Regulations, is the responsibility of the arplicaut, After dooming an appli=L= complete, tb.e Administrativc Officer u,1.11 provide the applicant with a draft meefing agendas or public hearing notice and sample certificate of service. The swam certificate of service shall be ret=ed to tho. City prior io 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 SIGNAXURE OF FROPERTY r Do notwritc,below this line DATE OF SUBMTSSION: REVIEW AUTHORITY: ❑ Development Review Board LJ Administmtive Officer Fhave 7evi.ewed this site plan application and fiud it to be: LJ Complete /Z �Y- In,c L ' 7 Admtr inisative O rerDate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this projecr. Call (802) 8 79-56 76 to speak with the regional Permit Specialist 4 51te Plan Applloodon Form, Rev, 12-2011 / /dry \1 I. \ THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT PROJECT BOUNDARY SIDELINE OF EASEMENT IN / �. 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. SIDELINE OF BUILDING SETBACK SOUTH BURLINGTON I 15' STORM EASEMENT i0 LOT _ -340- - E%ISBNG GROUND CONTOUR /12 b RZ1 FINISH GRADE CONTOUR ® S SANITARY SEWER AND MANHOLE 12 ELEV - 335.80N HI W EXISTING WATERLINE AND GATEVALVE 3}4 4• UD OUT - 335.BO ❑ ST EXISTING STORM SEWER AND CATCHBASIN \ ❑ ST PROPOSED STORM SEWER AND CATCHBASIN LOCATION PLAN N,T.S. w UNDERORAIN CLEANWT 8" INV. ELEV 335.9 G EXISTING GAS LINE 4. = CATCHBASIN J> EXISTING DRAINAGE SWALE RIM ELEV - 340.90 12' PE IN - 336. ]6 �� 9 (�} /^ 12• PE WT - 336.76 (�/\ PROPOSED DRAINAGE SOLACE TREE OR SHRUB FRONT YARD COVERAGE -336 a'A DTP LIGHT 0.12 AC. / 0.43 AC - 2T9N ��pV PROPANE CYLINDER STAGING AREA \ � BUILDING MOUNTED LIGHT CONCRETE PROTECTIVE p yh& BARRIER ROLL -OFT' DUDU=PSTER GRAVEL=RFACF�_ s LOT PROJECT DATA 13 W.W. CRAINGER INC. ZONED: IC - MIXED COMMERCIAL AND INDUSTRIAL MINIMUM LOT SIZE: 40,000 S.F. (LOT 12 - 77,972 SF.) }) -- \ (FEE = 343.5 MINIMUM FRONTAGE: 120 FEET '� ,•, MINIMUM SETBACKS: FRONT YARD: 40 FEET / 01 _ SIDE YARD:, 15 FEET �338� .fiF' REAR YARD30 FEET EXISTING CB #6 � � .1�" r •- C RIM ELEV = 339.40 LOT 11 TYPICAL EVERGREEN TREE h \ NOTE: NO MORE MAN J07G OF THE FRONT YARD MAY BE S 12' PVC IN = 334.80 O y -' USED FOR FOR PARKING AND, T DRIVES. A MINIMUM IS Sr 12" PVC IN = 334.]1 \ MUST BE MAINTAINED ALONG THE STREET R.O.W. FEET WIDE CONTINUOUS STRIP, TRAVERSED ONLY BY DRIVES 12" PVC OUT = 334.59 02, LLC / - B, C/0 JOHN DESMOND WATER: CONNECT TO LMUNICIPAL n / 0 � \ / 6" D.I. WATERR SERVICE CE STUD / 4\ WATER: CONNECT TO EXISTING MUNICIPAL GRAMTY COLLECTION SYSTEM Q CAB METERS \ STORM: ON -SITE TREATMENT AND CONNECTION TO MUNICIPAL ELEC. METERS CO ` \ I STORMWATER COLLECTION SYSTEM EASEMENT AND RIGHT OF WAY h FOR INGRESS AND EGRESS TO O LOT 11IF yes n / \ 15, SANITARY SEWER Cr - �• / E%ISTINC CB /7 �.�, J 1r, EASEMENT TO LOT Att RIM ELEv = 33s.Ia ,, 90 '1• \ -�'� FINISH FLOOR ELEV 344.25 12' PVC OUT = }}5.14 Tp � ��4 \ � -- ✓ I \ 0i4 \ C.O. 342� F !�, O'�' QJG CP NOTES: C ^/' " 1. BOUNDARY INFORMATION TAKEN FROM THE SUBDIMSION O O C �. / �N 'h' PLAT OF "GREEN TREE PARK", SHUNPIKE ROAD. SOUTH SEC¶OEND340\ O O O �TYO O �, t / a.P BURUNGTON, VERMONT. BY TRUDELL CONSULTING ENGINEERS / \ 6" WEEP - 338.7 O �,X �_ •�, / GPS pp INC., LAST REVISED B/9/89. / \ SEE SHEET 03) O O 4` �•+. O'. / 'L t� �pPp .Py THE PURPOSE THE 3-4REVISION i0 DEPICT T LOCATIONS THE HORIZONTAL LOCATIONS OFF THE HE EXISTING PARKING LOT O ry0 � -344�� RELATED SITE IMPROVEMENTS. \ MIN"ELE 4• J O NV . 34L0 PE ENO / sTmuwAt nxwr �9 SEC ION - 339.00 O unw i CATCHBASIN \� V- 139.00 RIM - 341.70 ` 12' P E IN - 339.50 4/ `l\ / 9" U.D. IN - 339.50 � p� lY P.E. OUT - 339.50 S SE R C.O. f �'�` Q / � ✓ �Qy'l y 34 S 3-4-16 REVISED PARKING, PROPANE & OUMPSTER AREA DLH 12" P.E. / / / 2-24-06 ADDSNOW STORAGE AREAS ABR ATCHBASIN PJC 2-16-06 ADD 2ND DUMPSTER, DRIVE TO LOT 11. LANDSCAPING ABR RIM - 343.00 i 51ON 9 12' P.E. 01 I / \ / LL 2--99 REVISED PARKING SPACES ABR 8-2020-98 REVISED PER STAFF RENEW (FRONT YARD COVERAGE ABR 8-11-98 REVISED PER STAFF REVIEW - GENERAL REVISIONS ABR O _ _ _ NP LOT 9 \ G 15• - - - T• p. 7-17-96 REVISED PARKING LAYOUT /ADDED EASE TO LOT 11 ABR EXISTING S H /8 a g GREEN STRIP ALAN & MAUREEN PIpGEON RIM V jI7 = 3341,7 / / 7-3-96 REVISED PER STAFF RENEW ABR 8" PVC OUT = 341.75 '�-]On' _ 10• UTILITY _EASEMENT�' p EXISTING CO N3 ��'4 9' vI Yz / / 6-I8-96 REVISED POND OUTLET ABR RIM ELEV = 346.12 `�` / date description by (2)� 12" PVC IN = 341,85 , S 12" PVC OUT = 341.69 a �G REVISIONS THESE PLANS WITH LATEST REASONS SHOULD I OF B PVC / ONLY BE USED FOR THEPURPOSE SHOWN BROW: SHEETS EXISTING B q3 \� s / (] $ SKETCH/CONCEPT RIM ELEV = 347.20 V 12' PVC our = }a}.eo G' -----� O PRELIMINARY REG�R 6 _ __-s 6' Pvc / FINAL _V 1 3 z• / DRIVE w LOT O (] RECORD DRAWING 2 pro} no. RESOLUTION REALTY PARTNERSHIP 16 Gregory Drive Investment 96042 LOT #12 GREEN TREE PARK HLS/DEL F4 a WA R N 4 GREGORY DRIVE, SOUTH BURLINGTON ABR/LAL APPLICANT & OWNER d,o, EXISTING SMH 8. EXISTING SMH /5 SITE PLAN ABR RIM ELEV - 348.98 RIM ELEV 349.33 \ \ tfi GREGORY DRIVE INVESTMENTS checked 8" PVC IN - 341.28 8' PVC IN = 340.67 16 GREGORY DRIVE NEW 6" PVC IN - 341.38 8' PVC IN = 340,60 \ \ SOON BURLINGTON, VT 05403 LAL B' PVC OUT - 341.28 8' PVC OUT = 340.53 dote GRAPHIC SCALE \ \ 4-30-96 10 scole LOT 3 LAMOUREUX, OTONE & O'LEARY =zo MERGENS-WILTSHIRE, LLC E 41A�a a Conoulting Engineerp Inc. Jp %AO y cl�%6' 14 Morse Drive sht. no. ( IN FEET) PHO gpMMEN3 Essex Junction, VT 05452 1 Inch - 20 EL (802) 878-4450 EngineerO-Plennero-Jurveyoro LOT COVERAGE (2-16-06) LAND USE AREA I X OF TOTAL DRIVES & PARKING 0.73 AC. 408 S BUILDING (INCL. ENTRY) 0.46 AC. 25.7 S TOTAL COVERAGE 1.19 AC, 66.5 S OPEN SPACE 0.60 AC. 33.5 R TOTAL 1.79 AC. 100 R 21 Z 7 - 3 21-) Y! *",--7 �Y)4K fog *01*01 l 9. APPLICANT/OWNER CERTIFICATION The undersigned property owner hereby consents to submit this application and understands that if the application is approved, the Zoning Pe and any attached conditions will be binding on the property. Property ner Signature PRINT NAME 4 Date The undersigned applicant hereby affirms that the information presented in this application is true, accurate and complete. Applicant Signature PRINT NAME Date OFFICE USE ONLY — ADMINISTRATIVE OFFICER ACTION — OFFICE USE ONLY DATE Received: Identification of proposed use: PROPOSED USE TYPE: Date of SITE PLAN approval/denial Date of SUBDIVISION approval/ denial FEE Received: $ Permitted Approval Date Approval Date Date of CONDITIONAL USE approval/ denial Approval Date Date of appeal VARIANCE approval/ denial Approval Date Date of MISCELLANEOUS approval/ denial Identification of zoning district: Conditional Denial Date Denial Date Denial Date Denial Date Approval Date Denial Date Provided applicant copy of URBEC or VCBE Standards Handbook or❑Not Applicable APPROVED Approval Date Permit EFFECTIVE date u DENIED Denial Date FINAL ADMINISTRATIVE OFFICER ACTION ZON ING PERMIT Administrative Officer's Signature Permit EXPIRATION date REASON for DENIAL Notice of Appeal Rights: Any interested person may appeal this decision by filing a written Notice of Appeal with the clerk of the Development Review Board within fifteen [15] days of the date of this decision. The notice of appeal must be accompanied by a filing fee of $223.00. This permit does NOT authorize commencement of any development activity approved by the permit until the permit takes effect as set forth above. Site modifications and improvements made prior to this permit becoming effective may be subject to removal and site restoration if a timely appeal is commenced. NOTE: 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. F Fri Kitchenette f ri �ce 2 IODen Area .,',l lConference Room FN—e,-,' 0 f r ic e r- 'A\ j Pee or, oGt kn P,\t to BMW Wuo (On Gee lt art'"k SI-I C, J\3 I. -4. 12e ` 1( _ COY e �. he-ifle south u�R in to PLANNING & ZONING Number CO - (office use only) APPLICATION FOR CERTIFICATE OF OCCUPANCY The undersigned herewith requests an inspection of the premises indicated below and issuance of a "Certificate of Occupancy", pursuant to Section 17.03 of City's Land Development Regulations EX-9-MOMME13 "I VX PROPERTY OWNER: `t G---C( J ( �Q.;J- e- MAILING ADDRESS: d 0}c 5-0 15- _ ,, .li I Goa SUBJECT PROPERTY ADDRESS: 5ah L� 54 dif,114-1, 1A G S"`%j ❑ This application includes either the RBES or CBES Certificate or a statement from the builder that this requirement does not apply (Energy Code). ❑ The work for which a Certificate of Occupancy is being requested was completed on as authorized under Zoning Permit # ZP-06- Of-& dated 3 ^ l 7 ` 0 (p . ❑ Home ccupation Request p hal-wt,u� 3 r O- i S- Property Owner S ature Date (office use only) Application received on: ❑ Temporary Certificate of Occupancy will expire on to provide the applicant time to complete the following improvements: ❑ Permanent Certificate of Occupancy ❑ Application denied for the following reasons: Administrative Officer's Signature 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. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com March 31, 2015 16 Gregory Drive Investment, LLC c/o William Savage, Registered Agent 181 Windridge Williston, VT 05495 Re: Open Zoning Permit — 16 Gregory Drive Dear Mr. Savage: A review of our records has indicated that the above referenced property has an open Zoning Permit (copy enclosed) in that a Certificate of Occupancy has not been issued for the work authorized by that permit. Section 17.03 (A) of the South Burlington Land Development Regulations requires that a Certificate of Occupancy be obtained prior to using that which was approved under the permit. Additionally, condition #5 of site plan approval #SP-06-09 (copy enclosed) also requires that a Certificate of Occupancy be issued. Therefore, please complete and submit the enclosed Certificate of Occupancy application together with a $153 application fee within two (2) weeks from the date of this letter. Should you have any questions, please feel free to contact me. Sincer ly, r /aymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON ZONING PERMIT APPLICATION Applicant: (- A1,A T . Application No: `0U - O (office use only) Address: 63 W. ����� %�`�' Daytime Tel. No: �a2) g6 a -5 o y � Property Location: 16, 6-"9c cy `iDie, Property Owner: Ro �/,/,2-c,CA4 )mil Tax Parcel ID No. o ?9 cj - o o o / G Address: 7J o X q3 Z Parcel Size: /. 7S i9 Present use of property (describe current use of property-i.e. single family dwelling, duplex,, retail, etc.) L+Lc./-1/t' MXL.vriO�l9c-�utr��r . �Is'(a6(o� 1 Present structure/improvements on property (describe all buildings on property,, including size, dimensions, etc) �tiG �cliL�ia.r, loo' x Zoo Zo oaD 0 �cs4,o 'A// I Proposed use of property (describe): Proposed structures/improvements (describe your project): A44 du" L,.21 eg /:76K J�EcycL& 3 3 wAL }t Gd ciAK 7x80s,r=o SCRriE.v Attach sketch plan (see attached sketch plan instructions) or site plan. 07 Estimated cost of improvements: 1,5 Does the property owner or applicant own the property next door? If yes, describe No Property access (public road frontage, public water frontage, _approved right-of-way): 6Ar,,�, -: w, Jam, Applicant/Owner Certification { The undersigned property owner hereby consents to submission of this application and understands that if the application is approved, the zoning permit and any attached conditions will be binding on the property. w�1 —Dx tU , ! Property Owner Signature Date The undersigned applicant hereby affirms that the information presented in this application is true, accurate and complete. 3/G IZ60 G Applicant Signature Date ADMINISTRATIVE OFFICER ACTION Co /�O Date Received: Fee Received: $ � U Identification of zoning district: emu" Identification of proposed use: �/r/"`' /Y "I ►iX i(dti Proposed use type: Permitted Conditional Date of site plan approval/denial 19�166 Ap oval Date Denial Date Date of subdivision approval/denial Approval Date Denial Date Date of conditional use approval/denial Approval Date Denial Date Date of appeal variance approval/denial: Approval Date Denial Date FINAL ADMINIST IVE OFFICER ACTION Z G E IT APPROVED gAp�p�rv2al Date o ddmmiinistrative Officers Signature This permit shall expire on 0 "C DENIED Date of Denial Reason for denial: Administrative Officer's Signature Notice of Appeal Rights Any interested person may appeal this decision by filing a written notice of appeal with the clerk of the development review board within 15 days of the dat of this decision. The notice of appeal must be accompanied by a filing fee of $ 110.00. A , PLANNING & ZONING April 23, 2009 Mark Rocheleau Rocheleau Development, LLC 63 West Shore Road South Hero, VT 05486 Re: Escrow Release — 16 Gregory Drive Dear Mr. Rocheleau: Please be advised that the City of South Burlington hereby releases you from the obligation of maintaining $150 in an escrow account at the Merchants Bank. Should you have any questions, please let me know. Sincer y, "C—\j - Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com mytaawakil ESCROW AGREEWN1. THIS AGREEMENT, executed in triplicate by and between hereinafter referred to as "Developer", the CITY OF SOUTH BURLING ON, hereinafter referred to as "Municipality", and the �L1�iz� {l,y,,,�> /3,�,,,�r hereinafter referred to as "Bank". WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Development Review Board for the development of property located at L<,+ / 2 c-cr-.6N �jcog - /;Ul- as depicted on a site plan entitled "'tuc//rstE,,4A,a i 0ve4,, ,�,F t I- C dated z /i�, /o6 and prepared bye,.,, ,,,,, 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 City 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 construction as depicted and in accordance with the specifications set forth in said site plan and related documents: A ld ( 3) 14<r- 1^14- tF LFo/af �Yer_,65 4, ABAR a C 1cx,m.,V k,I lh ,4"6ckr A RA . ' 2. The Developer shall complete the improvements set forth in Paragraph one no later than 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph one. 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 guaranty of Developer's performance of all requirements herinabove set forth and prior to the issuance of any zoning permit for -A y DR, ti,4, Developer and Bank agree that the sum of %s ct, - 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. 5. If the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in 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 improvements and requirements set forth in this Agreement. 6. 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 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. 7. The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) 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 a manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) 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. 10. The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the 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 seven (7) of this agreement. 11. 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 three (3). 12.The sum of shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3). 13.This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. Dated at Sou-M BL4Xt,nyJu, this day of lnxk,l) 3. , 20 -j 6 . Witness 0Witness KEWARAFT �CC%�CELC.9N hl7iud �k v`I-i��wFwi-` LLB By7' >v, 'Duly Authorized Agent (DEVELOPER'S NAME) Dated at j�1 this day of , 20 Witness By: 4itness Duly Authorized Agent CITY OF SOUTH BURLINGTON Dated at 3 fa this day of M" , 20 D(Q S By:_. pWc1xarxAs"V-�nnL Duly Authorized Agent (NAME OF BANK — 3d PARTY) -r>caV-% C� Pr,v5k State of Vermont ----------- -- - LAND USE PERMIT ADMINISTRATIVE AMENDMENT CASE 4CO149-11A LAWS/REGULATIONS INVOLVED APPLICANT Rocheleau Land Development, Inc. ADDRESS P.O. Box 932 10 V.S.A. §§ 6001 - 6092 (Act 250) Williston, VT 05495 Environmental Board Rule 34(D) District Environmental Commission #4 hereby issues Land Use Permit Administrative Amendment #4C0149-11A, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in the land records of the City of South Burlington, Vermont. This permit incorporates the revised site plan and assigns ten additional parking spaces and 24 daily vehicle trip ends to Lot #12. The project is located on Green Tree Drive in the City of South Burlington, Vermont. This permit hereby incorporates Site Plan, Rocheleau Land Development, Inc. dated 4/30/96 with last revision 2/16/06. The changes include a relocation of the easterly curb cut, the addition of small air conditioning units at the south end of the building and additional foundation plantings. 2. The project is approved for the following maximum impacts: 48- vehicle parking spaces (10 new spaces, 168 spaces remaining in park allocation) 115 - vehicle trips per day (24 new VTE, 186 vte remaining in park allocation); and 16 - PM peak hour vehicle trips (no change, 41 peak hour trips remaining in park allocation). 2. Except as amended herein, all terms and conditions of Land Use Permit #4C0149 and subsequent amendments remain in full force and qJect. Dated at Essex Junction, Vermont, this day of February, 200 . �� 1 By P ter E. Keibel ,'District #4 Coordinator This permit is issued pursuant to Environmental Board Rule 34(D), Administrative Amendments, which authorizes a district coordinator, on behalf of the District Commission, to "amend a permit without notice or hearing when an amendment is necessary for record -keeping purposes or to provide authorization for minor revisions to permitted projects raising no likelihood of impacts under the criteria of the Act." The rule also provides that all parties of record and current adjoining landowners shall receive a copy of any administrative amendment. Prior to any appeal of this Administrative Amendment to the Environmental Court, the applicant or a party must file a Motion to Alter with the District Commission within 15 days from the date of this Administrative Amendment, pursuant to Environmental Board Rule 34. The decision on the Motion to Alter may be appealed within 30 days of the date of the decision in accordance with 10 V.S.A. Chapter 220. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Court is: Environmental Court, 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) CERTIFICATE OF SERVICE I hereby certify on this 28`h day of February, 2006, a copy of the foregoing ACT 250 LAND USE PERMIT ADMINISTRATIVE AMENDMENT #4C0149-11A, was sent first class mail, postage prepaid to: PARTIES Rocheleau Land Development, Inc. PO Box 932 Williston, VT 05495 Andrew Rowe, P.E. Lamoureux & Dickinson 14 Morse Drive Essex Jct., VT 05452 Donna Kinville, City Clerk Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 FOR YOUR INFORMATION District #4 Environmental Commission Tom Little, Chair 111 West Street Essex Junction, VT 05452 ADJOINING LANDOWNERS On File at District Commission Office .Dated at Essex Junction, Vermont, this 28`h day of February, 2006. '�' � W-A. W:Wct250WDM1N\CS\4C0149-11 A.wpd.bc LAMOUREUX & DICKINSL4 Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel. (802) 878-4450 Fax (802) 878-3135 LDengineering.com • Engineering • Planning • Surveying • Soils • Wetlands • Landscape Architecture • TRANSMITTAL X Mail ❑ Fax ❑ Hand carried ❑ To be picked up ❑ Courier service TO: Ray Belair FROM: Andy Rowe Administrative Office DATE: February 25, 2006 ADDRESS: Dept. of Planning & Zoning City of South Burlington RE: SP-06-09 FAX NO.: PROJECT NAME: 16 Gregory Drive PROJECT #: 96042 COPIES DATE SHEET DESCRIPTION X Plans 3 2-24-06 1 Site Plan (3 full size & 1 reduced plan) Shop drawings Report Copy of letter Change order COMMENTS: In accordance with condition 2)a of the Decision for Site Plan Amendment #SP-06-09, we have added the snow storage areas to the plan. Specifications Disk For your review X For your use For comment As requested F.Y.I. For execution Signature: Andy COPY TO: Mark Rocheleau ❑ Front Office Copy ❑ Project File Copy revised 3/19/99 P:\Transmit.wpd SOUTH BURLINGTON J wasp I LOCATION PLAN N.T.S. P� t \ EXISTING CB /7 �11� RIM ELEV - 339.14 90 12' PVC OUT - 335.14 O SEE SHEET J LEGEND / - },S,L PROJECT BOUNDARY / I THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT - - SIDELINE OF EASEMENT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. SIDELINE OF BUILDING SETBACK 15' STORM EASEMENT ' � / TO LOT M12 - - 340 - EXISTING GROUND CONTOUR / ff4M FINISH GRADE CONTOUR / G S SANITARY SEWER AND MANHOLE 12" END SECTION ELEV = 335.80 N W EXISTING WATERLINE AND GATEVALVE / 3yp \ a" UD OUT - 335.00 ❑ 5T EXISTING STORM SEWER AND CATCHBASIN LOT COVERAGE (2-16-06) LAND USE AREA % OF TOTAL DRIVES & PARKING 0.73 AC. 40.8 % BUILDING (INCL ENTRY) 0.46 AC. 25.7 % TOTAL COVERAGE 1.19 AC. 66.5 % OPEN SPACE 0.60 AC. 33.5 % TOTAL 1.79 AC. 100 % • PLANT (3) NEW WHITE CEDARS. 4-6 FEET HIGH -- ¢-ST up PROPOSED STORM SEWER AND CATCHBASIN UNDERORAIN CL.EANOUT 8' INV. ELEV = 335.9 G EXISTING GAS LINE CATCHBASIN RIM ELEV = 340.90 12" PE IN = 3..76 t O,P 9 }55S / - EXISTING DRAINAGE SWALE PROPOSED DRAINAGE SWALE TREE OR SHRUB FRONT YARD D COVFRA .F -336 ' `�q ` I ( LIGHT 0.12 AC. / 0.43 AC 27.9% \ BUILDING MOUNTED LIGHT DUMPSTER (TYP.) .gyp GRAVEL SURFACE PROJECT DATA LOT 13 / ` \ W.W. GRAINGER INC. ZONED: IC - MIXED COMMERCIAL AND INDUSTRIAL I MINIMUM LOT SIZE: 40,000 S.F. (LOT 12 = 77,972 S.F.) \ (FFE 343.5 ±) MINIMUM FRONTAGE: 120 FEET MINIMUM SETBACKS: / (/ FRONT YARD: 40 FEET _ SIDE YARD: 15 FEET _ REAR YARD: 30 FEET G CB TINJ38 - / _ /6 NOTE: NO MORE THAN 30% OF THE FRONT YARD MAY BE ELEV = 339 40 LOT 11 TYPICAL EVERGREEN TREE --�- ` USED FOR FOR PARKING AND/OR DRIVES. A MINIMUM 15 PVC IN 334.80 y^ ----^ \ FEET WIDE CONTINUOUS STRIP, TRAVERSED ONLY BY DRIVES PVC IN 339.71 C/0 D2, LLC MUST BE MAINTAINED ALONG THE STREET R.O.W. PVC OUT = J34.59 �� JOHN DESMOND - \ c •O WATER: CONNECT TOEXISTING MUNICIPAL 6" 0.1. WATERR SERVICE STUB / c\ WATER: CONNECT TO EXISTING MUNICIPAL GRAVITY COLLECTION SYSTEM GAS METERS STORM: ON -SITE TREATMENT AND CONNECTION TO MUNICIPAL - ELEC. METERS:. C.O. �` \ ( STORMWATER COLLECTION SYSTEM EASEMENT AND RIGHT OF WAY FOR INGRESS AND EGRESS TO LOT 11 EA SANNT RO EWENII / FINISH FLOOR ELEV . 344.25 t\-346 / 4 ®� C.O. �342/ O BOUNDARY INFORMATION TAKEN FROM THE SUBDIVISIONUTH 12" PE END O O �,./i ��.• / EPLAT OF 'GREEN TREE PARK SHUNPIKE ROAD, SOUTH / / \ SECTION - 340.50 O Fj / / U Y4P C� BURLINGTON. VERMONT, BY TRUDELL CONSULTING ENGINEERS 0 0 /� G� INC., LAST REVISED 8 9/89. 6" WEEP 338.] '4 � / P / -314 "'•_ \ i S 1%IM{LE f � � O VIVO = 341.0 \ X 337.qP 12' PE ENO i -11 TEA TMFsT 9 SEC ON = 339.00 p CATCHBASIN =339 00 RIM = }41.]0 42"U.D. IN - 339.50 C.O. '' O t0 Z \ `Z' Sr � 2-24-06 ADO SNOW STORAGE AREAS ABR a \ \ IY P 57w yA` ATCHBASIN QJG 2-16-06 ADO 2N0 DUMPSTER, DRIVE TO LOT 11, LANDSCAPING ABR C.O. O1 RIM = 3a3.00 / / SIGN 12" P.E. W7-�34 � 6 \ 2-16-99 REVISED PARKING SPACES ABR 4 0-20-98 REVISED PER STAFF RENEW (FRONT YARD COVERAGE) ABR ELE I O Sf� LOT B-11-98 REVISED PER STAFF REVIEW - GENERAL REVISIONS ABR O9 / _ _ / +P 15• / o•• p 7-t7-98 REWSED PARKING LAYOUT / ADDED EASE TO LOT 11 ABR \ E%ISTING S H NB O o GREEN STRIP " � � 6 ALAN & MAUREEN PIDGEON RIM ELE 347.30 7-3-96 REWSED PER STAFF RENEW ASH 8" PV IN - 341.75 \ 5 '� •I1 S" PVOUT = 341.75 �$Z0 10' UTILITY EASEMENT ' P$ 6-18-96 REVISED POND OUTLET ABR E%ISTING CB M3 9' m �` RIM ELEV - 346.12 - date description by (2I12" PVC IN = 341.85 t2 PVC OUT - 341.68 y S G REVISIONS ----�� / THESE PLANS WON LATEST REVISIONS SHOULD IIIOF ONET BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS EXISTING B /3 s / (] SKETCH/CONCEPT RIM ELEV }47.20 5 1.BO G -- PRELIMINARY 2" PVC OUT - 343 �0�37 s7 �•p� REGOR DRIVE FINAL A a � RECORD DRAWING LOT O2 PToj. no W RESOLUTION REALTY PARTNERSHIP ROCHELEAU LAND DEVELOPMENT, LLC 96042 LOT #12 GREEN TREE PARK HLS/DEL 1' WAR _ £ GREGORY DRIVE, SOUTH BURLINGTON design ABR/LAL APPLICANT & OWNER drawn �~ / RI ISTING SMH p7 EXISTING SMH /5 SITE PLAN ABR RIM ELEV - }4B.9B RIN ELEV = 349.3} \ ROCHELEAU LAND DEVELOPMENT, LLC C'J 8" PVC IN - 341.28 B" PVC IN = 3{0.6] \ C/O MARK ROCHELEAU checked / NEW 6' PVC IN = 341.38 e" PVC IN 340.60 \ \ P.O. BOX 932 LAL S' PVC OUT = }41.28 B" PVC OUT }40.5} NLUSTON, VT 05495 dote GRAPHIC SCALE 4-30-96 ame LOT O3 LAMOUREUX, STONE & O'LEARY i"=20' WpTEf, Consulting Engineers Inc. MERGENS-WILTSHIRE, LLC YpOf•WE0. 14 Morse Drive ( IN FEET) "ARC} Essex Junction, VT 05452 no. 1 loch = 20 EL ANO SEASEV'EN (802) 878-4450 Engineers -Planners -Surveyors CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 22, 2006 Andrew Rowe Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: 16 Gregory Drive Dear Mr. Rowe: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on February 22, 2006. Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. "JYASW C)( -� :3 do bo no d-ar-j-e c --7 rb c_h� Permit Number SP- �b - 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 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 #) Rocheleau Land Development, LLC P.O. Box 932 Williston, VT 05495 860-5040 860-6026 (fl 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 398, pages 238-240 3) APPLICANT (Name, address, phone and fax # Rocheleau Land Development, LLC P.O. Box 932 Williston, VT 05495 860-5040 860-6026 (fl 4) CONTACT PERSON (Name, mailing address, phone and fax #) Andrew Rowe Lamoureux & Dickinson Consulting Engineers 14 Morse Drive Essex Junction, VT 05452 878-4450 878-3135 (fax) 5) PROJECT STREET ADDRESS: 16 Gregory Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0740-00016 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 20,240 sf (footprint) warehouse and wholesale use commercial building with multiple tenants. The total floor area is 24,640, which includes 4400 sf of mezzanine area. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) No changes in the current use is proposed c) Total building square footage on property (proposed buildings and existing buildings to remain) 20,240 sf (footprint) commercial building with multiple tenants. The total floor area is 24,640, which includes 4400 sf of mezzanine area. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 20,240 sf footprint lus 4400 sf of mezzanine area. No interior construction is proposed with this application. Building height = 22 feet at eaves, 24 feet at peak. 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): maximum of 31 employees - currently there are approximately 15 employees g) 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 25.7 % Proposed 25.7 % b) Overall (building, parking, outside storage, etc.) Existing 66.5 % Proposed 66.5 % c) Front yard (along each street) Existing 27.9 % Proposed 27.9 % 9) COST ESTIMATES a) Building (including interior renovations): $ no new building construction proposed b) Landscaping: $ 150 (value of 3 new cedar trees) c) Other site improvements (please list with cost):$ no other site improvements proposed 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 115 trip ends b) A.M. Peak hour for entire property (in and out): 20 trip ends c) P.M. Peak hour for entire property (in and out): 20 trip ends 11) PEAK HOURS OF OPERATION: 7 AM - 3:30 PM 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: construction of the building and site improvements are complete 14) SITE PLAN AND FEE A Site Plan and fee shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (1 1 " x 17") of the Site Plans 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 SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 4 Z' 6 REVIEW AUTHORITY: Development Review Board Director, Planning & Zoning I have reviewed this site plan application and find it to be: Complete Incomplete UD Director of Planning Br�Zoning' or Deuig en j D 3 I x SOUTH BURLINGTON LOCATION PLAN N.T.S. S7 rD \ FIND CB 07 ELEV - 339.14 ,a PO PVC OUT = 335.14 % LOT COVERAGE (2-16-06) LAND USE AREA % OF TOTAL DRIVES & PARKING 0.73 AC 40.8 % BUILDING (INCL ENTRY) 0.46 AC. 25.7 % TOTAL COVERAGE 1.19 AC. 66.5 x OPEN SPACE 0.60 AC. 33.5 % TOTAL 1.79 AC. 100 % EXISTING CB M6 RIM ELEV - 339.40 12" PVC IN 334.80 12" PVC IN - 334.71 12 PVC OUT - 334.59 EASEMENT AND RIGHT OF WAY FOR INGRESS AND EGRESS TO LOT 11 J. n \ 1� SANITARY SEWER 1„ EASEMENT TO LOT /11 FRONT YARD COVERAGE 0.12 AC. / 0.43 AC - 27.9X _ 338 - LOT 11 TYPICAL EVERGREEN TREE D2. ULCD C/0 JOHN E54OUD i� / S END ° ECNON 348.7 \ EP0.50 G 8' WE33.7 / \ C SEE SHEET (t3) ° \ \ O A R} 7. \ FIMMWA N,K 1 � i MAUREEN PIDGEON .0ALAN UT= HLOTO334]3. N 175 41.15 EXISTING CB p3 RIM ELEV - 346.12 1 2" PVC IN = 341.95 12 PVC OUT 341.68 RECEIVED FEB 2 1 2006 City of So. Burlington GRAPHIC SCALE Io so ( IN FEET ) I Inch - 20 FL 342 1 / SEE SHEET 3 _ I , LEGEND I 1 PROJECT BOUNDARY \ THE CONTRACTOR SHALL NOTIFY "DIGSAFE- AT - - 9DEUNE OP EASEMENT 15' STORM EASEMENT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. 9DEUNE OF BUILDING SETBACK TO LOT W12 � - - J40 - EXISTING GROUND CONTOUR / ITM FINISH GRADE CONTOUR 12" END SECTION m S SANITARY SEWER AND MANHOLE ELEV = 33&80 P i- W EXISTING WATERLINE AND GATEVALVE 4' UO OUT - 335,80 ❑ ST EXISTING STORM SEWER AND CATCHBASIN 0 - \ SST PROPOSED STORM SEWER AND CATCHBASIN \ PLANT (3) NEW WHITE CEDARS, 4-6 FEET HIGH UNDERO RAIN <.O \\\\ c o. cLEANoUTur 8" INV. ELEV = 335.9 G EXISTING GAS LINE CATCHBASIN E RIM ELEV = 340.90 XISTING DRAINAGE $WALE 12 PE IN 336.78 �- }'.� /� _ 12" PE OUT 336.76 PROPOSED DRAINAGE SWALE Q * TREE OR SHRUB LIGHT \ BUILDING MOUNTED LIGHT \JJ\ LOT 13 \ \ W.W. GRAINGER INC. \ (FFE - 343.5 f) O � S �• DUMPSTER (TM)� GRAVEL SURFACE GAS METERS ELEC. METERS C.O. FINISH FLOOR ELEV 344.25 \--346 o -344- O NV 341.0 END CF XJ - 339.00 p O O CATCHBASIN DO RIM = 341.70 O 12 / " P.E. IN - J3.50 O U.O. IN=J39.5 Q / 12" P.E. OUT - 339.50 O SE R C.O. INV 3=1.83 � j S7 O 12" P.E. /7` i Al" - e� Pyr 0 EXISTING RIM ELEV 347.20 T 12" PVC OUT 343.80 � lry`` S7 _-A Z P w 9 _ EXISTING SMI /7 �/�� / RIM ELEV �348.98 8' PVC IN 341.28 / NEW 8" PVC IN 341.31 8" PVC OUT = 341.28 G �+ S DRIVE PMG PROJECT DATA ZONED: IC - MIXED COMMERCIAL AND INDUSTRIAL MINIMUM LOT SIZE: 40,000 S.F. (LOT 12 77,972 S.F.) MINIMUM FRONTAGE: 120 FEET MINIMUM SETBACKS: FRONT YARD: 40 FEET SIDE YARD: 15 FEET REAR YARD: 30 FEET NOTE: NO MORE THAN 30% OF THE FRONT YARD MAY BE USED FOR FOR PARKING AND/OR DRIVES. A MINIMUM 15 FEET WIDE CONTINUOUS STRIP, TRAVERSED ONLY BY DRIVES MUST BE MAINTAINED ALONG THE STREET R.O.W. WATER: CONNECT TO EXISTING MUNICIPAL 6" D.I. WATER SERVICE STUB WATER: CONNECT TO EXISTING MUNICIPAL GRAVITY COLLECTION SYSTEM STORM: ON -SITE TREATMENT AND CONNECTION TO MUNICIPAL STORMWATER COLLECTION SYSTEM NOTES: 1. BOUNDARY INFORMATION TAKEN FROM THE SUBDIVISION PLAT OF "GREEN TREE PARK", SHUNPIKE ROAD, SOUTH BURLINGTON, VERMONT. BY TRUDELL CONSULTING ENGINEERS / p G INC., LAST REVISED 8/9/89. GG S�0 d y 6 4 O / w LOT O2 RESOLUTION REALTY PARTNERSHIP EXISTING SNN i5 \ RI4 ELEV }49.}3 8" PVC IN 340.6] 8" PVC OUT 340.53 LOT Q3 \ \ MERGENS-WILTSHIRE, LLC .AIDE WAyIEF NRApY T AND EASExEN APPLICANT & OWNER C/O MARK ROCHELEAU P.O. BOX 932 WILUSTON, VT 05495 2-16-06 ADD 2ND DUMPSTER, DRIVE TO LOT 11. LANDSCAPING ABR 2-16-99 REVISED PARKING SPACES ABR 8-20-98 REVISEO PER STAFF REVIEW (FRONT YARD COVERAGE) ABR 6-11-98 REVISED PER STAFF REVIEW - GENERAL REVISIONS ABR 7-17-98 REVISED PARKING LAYOUT / ADDED EASE TO LOT 11 ABR 7-3-96 REVISED PER STAFF REVIEW ABR 6-18-96 REVISED POND OUTLET ABR date description by THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURP09 SHOWN BELOW: / OF SHEETS (] C] SKETCH/CONCEPT PRELIMINARY FINAL RECORD DRAWING ROCHELEAU LAND DEVELOPMENT, LLC proj. no' 96042 LOT #12 GREEN TREE PARK HLS GREGORY DRIVE, SOUTH BURLINGTON neR SITE PLAN ABR c et LAMOUREUX, STONE & O'L.EARY 1'!Iio' Consulting Engineers Inc 14 Morse Drive n0 Esser Junction, VT 05452 (802) 878-4450 1 Engineers- Planners- Surveyors l Lamoureux & Dickinson 14 Morse Drive I n Consulting Engineers, Inc. Essex Junction, VT 05452 February 20, 2006 Raymond J. Belair, Administrative Officer Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Site Plan Amendment Request 16 Gregory Drive Rocheleau Land Development, LLC Dear Ray: Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@a LDengineering We are writing on behalf of Rocheleau Land Development, LLC to request a Site Plan Amendment associated with the existing commercial building located at 16 Gregory Drive. The project parcel is lot 12 of the Green Tree Park subdivision. A sale is pending on this property, but Rocheleau Land Development, LLC is presently the landowner and applicant. This Site Plan Amendment request is for a second dumpster located at the southeast corner of the building. A single dumpster, screened by cedars, was previously approved at this location. The second dumpster will be located on a gravel surface adjacent to the building. Three new white cedar trees are proposed along the rear of the dumpster for additional screening. The value of the new cedars is approximately $150. The enclosed site plan has also been revised to reflect several other minor modifications that were not presented on the previously approved plan for this lot. The easterly curb cut on this lot is now shared with the adjacent property. The foundation plantings around the building have been added, as have several small air conditioning units at the south end of the building. The site plan also presents the 48 parking spaces on the lot. We have enclosed the following for your review and approval: Site Plan application & $85 application fee 5 full size and one reduced copy of the Site Plan Please call our office with any questions. Si�ncerel , ✓' �/' `✓tom Andrew Rowe P.E. c: Mark Rocheleau Civil Environmental Transportation Planning Landscape Architecture Land Surveying CITY OF SOUITH BURLINGTO T DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 9, 2002 Mark J. Rocheleau East Shore Drywall, Inc. 16 Gregory Drive S. Burlington, Vermont 05403 Re: Exterior Lighting & Landscaping Alterations Dear Mr. Rocheleau: The light fixture included with your letter of 7/3/02 is acceptable. The substitution of white cedars for the pine trees at the rear of the building at the parking lot is also acceptable. please be sure that the new trees are the same size as the ones being replaced. Sincerel? R ymond J. Belair Administrative Officer 7d C D.I. EAST SHORE DRYWALL INC. 16 Gregory Drive • South Burlington, VT 05403-6046 (802) 860-5040 • Fax (802) 860-6026 July 3, 2002 Mr. Ray Belaire Dept. of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: 16 Gregory Drive / So. Burlington Exterior lighting Dear Ray, I am enclosing for your review a cut sheet of proposed exterior lighting at the rear of our building at 16 Gregory Drive. The existing light on the building have failed and are in need of replacement and we were not sure if the same fixtures are still within the requirement of current lighting code. Additionally, we have been having some serious problems with the pine trees which were planted per the approved plan. I have attempted to experiment with replants and have found that white cedars and blue spruce tend to accept soil conditions here on the site. We would therefore ask that we be allowed to replant the dead and dying pine trees at the rear of the building at the parking lot with white cedars. All other pines which will need replacement would be replaced with blue spruce. Please advise. Thank you for your time and attention to these matters. Should you have any questions, please feel free to contact me. Very truly yours, EAST SHORE DRYWALL, INC. By. Mark Moc�heleau, Pres. �- cc: M. Smiley file Metal framing 1 Drywall I Insulation Systems I Suslpenaed Acoustical Ceilings CATALOG NUMBER: Example: LPM2R7 75MALFS-4 FIXTURE WATTAGE LAMP VOLTAGE LPM2- 100-100W L-Fixtures 1-120V**** Medium 150 -150W furnished 2-208V sized OPTICS LAb1P SOURCE with lamp OPTION 3-240V LytePro wall 175-175W* mount R-Refractor MA -Metal AMC -Stand-by 4-277V luminaire optics Halide (CWA)** auxiliary 8-120V C-Cut-off NLX-High quartz 208V Pressure lam- 240V Sodium FS-Single 277V (NPF)*** fusing LX-High 120V Pressure 277V Sodium FFS-Double (HX-HPF) fusing 208V 240V 480V PR -Poly - carbonate refractor *175W Available in Metal Halide only. **100W HX-HPF ****100W and 150W HPS NPF Available only in 120V. ACCESSORIES: P105A-Button photocontrol for 120V. r.•)e P105M-Button photocontrol for 208V, 240V, 277V. P150A-Swivel photocontrol for 120V P110A-Swivel photocontrol for 120V P150M-Swivel photocontrol for 208V, 240V, 277V. LPTP-Tamperproof kit with two alien screws. LPMB-Mounting box. LPM2552-Replacement kit (lens, gasket and hardware). All LPM2 Series units are shipped complete with clear medium base lamps. High Pressure Sodium fixtures require an E/1317 lamp. Metal Halide units use ED17. Not for use in carwashes or other areas that may entrap heat. 15 7/811_ 81/2" 12 3/4" o' Series offers ,id as much as a i'g height ratio w".D dap( wcttt� security, area, y�►"tnefer lighting. LytePro i t J eal for parking garages, tifriai�ls'ianderpasses, alleys and driveways. o Die-cast aluminum removable mounting box contains four 1/2" NPS tapped holes for thru-wiring, backfeed, recessed box, and/or photocontrol installation. • Mounting box isolates supply wire from the component tray allowing for the use of 90 degree (__- supply wire as standard. • Electrical/Optical tray (assembled and ready to wire) attaches to mounting box via two captive 1/4" bolts allowing both hands free for wiring. Electrical and optical components mount to die-cast aluminum tray for maximum heat dissipatiuri a, iu longer component life. * Component cover is injection molded, UV stabilized, impact resistant, polycarbonate in dark bronze finish * Reflector/lens is injection molded high impact acrylic. eresee�►t /�//p '' '' 'Patented �ts///(/O vL vL UL Wet Location Listed. . Qarrr�nwwK UL Product Number: E86021 - I (.1..S.D EAST SHORE DRYWALL INC. 16 Gregory Drive • South Burlington, VT 05403-6046 (802) 860-5040 • Fax (802) 860-6026 December 2, 1999 Mr. Ray Belaire South Burlington City Offices Planning and Zoning Dept. 575 Dorset Street So. Burlington, Vt. 05403 Re: Plantings Rocheleau Land Development, LLC 16 Gregory Drive, So. Burlington, Vt. Dear Mr. Belaire, I am writing at this time in regard to design plantings which we have had some difficulty in maintaining. Specifically, our white pine trees have not taken well to the soils on this particular site and we have had the need to replant more than a dozen of this particular species over the past two years. Most recently, I have noticed that six additional pine trees have died this year for no apparent reason other than what is assumed to be poor soils. I have contacted the landscape professional who installed the plantings originally and I am enclosing a copy of their response regarding this matter. In view of the forgoing, we ask that our plan be amended so as to enable us to plant the suggested treespecies in the hope that they will have a better success rate than the white pines. As always, should you have any questions or concerns, or if I may be of further assistance to you regarding this matter, please do not hesitate to contact me. Very truly yours, EAST SHORE DRYWALL, INC. b-� BB Z?:2 Mark . Rocheleau Pres. jq4� J Ytet;al ]Framing I Drywall I Insulation Systems I Suspended Acoustical Ceilings Heartxc ad Landscape Designing and Maintenance 879-4425 u, Ln 0 November 3, 1999 N In N W C Mr. Mark Rocheleau CO East Shore Drywall Inc. 0 16 Gregory Drive Cy South Burlington, Vermont 05403 Dear Mark: Apparently the pines are not tolerating the site conditions well. Colorado Spruce and White Spruce would probably do well at your site. We have planted these trees with good success in some difficult commercial locations. Please let us know how you want us to proceed. Sin el J e Curtiss JNC/jr j CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 11, 1999 Mark J. Rochleau East Shore Drywall, Inc. 16 Gregory Drive South Burlington, Vermont 05403 Re: Add 4 Parking Spaces, 16 Gregory Drive Dear Mr. Rochleau: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Director of Planning & Zoning on March 3, 1999. Please note the conditions of approval. If you have any questions, please give me a call. eith, Director ng and Zoning JW/mcp 1 Encl sP- ss, vY 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 #) �0C14ECE14-C4 ZAA(d .JEVE(010&/E.V�. LLC — /6 6-2E!Feogce—l)GZ - S-..�1 c�r�Lritt V7� aS'S�o3 DEL; CEyZ�C(o0-.TOy.6 F CC; (90Z) 86G-GGZr- 2) APPLICANT (Name, mailing address, phone and fax #) Jl��4E 4S # / 146 (z,tirE 3) CONTACT PERSON (Name, mailing address, phone and fax #) IIARk- ,--A37 "C� ce-bzy(-C 2-,1C, — /6 GR69ar -J R. , So. :5uicLoy9 A-e,. 3 L: CSoL) 86o-5occo �i9tc: CBoL� S�c,-6oZ 6 4) PROJECT STREET ADDRESS: /G So . �x�rCL.titic. i-ON V't'_ 6..5-S+rO� 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) /Z�000 S� w&14-7 SF wK//s .5P /-LQd_�, &ry. b) Proposed Uses (include description and size of each new use and existing uses to remain) " c c) Total building square footage (proposed buildings and existing buildings to remain) 0 /S SF — No —T d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Z z r Al EAVrS - 2006 0 SF C"OoipG�k7 GA 0 91 SF ��.aC aE-z-a4,Vi rrc= S,o,9cF e) Number of residential units (if applicable, new units and existing units to remain) A11- f) Number of employees (existing and proposed): Alci EAsf S11c1KF I - ti 0, ti c ,/ CyGuev/ I-At,C . JVc S 11&A(-7 L/ GAXF- /.3 /7 EatpLuyF -s 0,V — E,u�Gu yEss e-W s, — �a aFF �'�fE• S p FF s r 7�E g) Other (list any other information pertinent to this application not specifically requested above): ARoc<_.o Lo.j �s Foos ApcKuva( of �Kk�.vy LaiyE sfecni.tco 0jS 'bC4 7 7) LOT COVERAGE A10 a) Building: Existing % Proposed % b) Overall (building, parking, outside storage, etc) Existing % Proposed % c) Front yard (along each street) Existing % Proposed 8) COST ESTIMATES A/o C, A lvr ,E a) Building: $ b) Landscaping: $ c) Other site improvements (please list with cost): No Cf1ye' 9) ESTIMATED TRAFFIC ,va C ,5,1yE a) Average daily traffic (in and out): b) A.M. Peak hour (in and out): c) P.M. Peak hour (In and out): — 10) PEAK HOURS OF OPERATION: 11) PEAK DAYS OF OPERATION: 12) ESTIMATED PROJECT COMPLETION DATE: 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. SI NATURE OF APPLICANT DATE OF SUBMISSION REVIEW AUTHORITY SIGNATURE OF CO -APPLICANT Do not write below this line ® Planning Commission Director, Planning & Zoning I have reviewed this site plan application and find it to be: L) Complete ® Incomplete rector of Planning & Zoning or Designee (Apfrmsp) Date EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. • Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) • Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping • Existing and proposed curb cuts, pavement, walkways • Zoning boundaries • Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements • Lot coverage information: Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) • Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE New Application $ 60.00* ® Amendment $ 35.00* * Includes $10.00 recording fee (Apfrmsp) i LEGEND STATIST" ft-c-4 4 rsnlEc .w1r r. Iw wRr PRR _� \ ' \ _ - •.m...r wwwwR •,m•K.R ••.D ua• v � � Kwx RA. � \ K LOISIACCIOI flYl IAPT b1�Vf' Af wwe P MN S 1-S°D-IIb M1 IIICL! q AVY LITAYA•IR. - O.f P •°�0 aRiR R•O R•wR � ww•uR \LR V. _ M P41 fAP1i � � � �=� � � SPM O• °RR• �•rI I.°Plollw P � P / V Ia. Rwat RIR •VII CtAa �O r Real Nal LANT fM o w w / tow. o� • �PR•Ilwwaa 1 � ,. ... .-,r--s-wlE�� �r°r nw s r •uErr ar Lo�eEw auR w...w.. ws •oRntrT m mum ,.• eO e.ar � LACAIIOA 1'LM 0 u am w.v r`= .u•+ �. >ti a .�.. _ ..nq,.• r�4 �-LT - i Lam_ _- wr w w O I•a wu a....e . ..h t,.a aorr �,�.._ • �� .�,/ �— ..•nu R.e rub-»w i FEB I rO Ilwca °ac oa arask . w n Lea nu rte — • , rw. •.a a w _ .� L 7� r • a.a mR >y �� s ar - oP••+a u•n ol�iwm / �°'waa �RLia '� �- \�\ � ((T+f f t��-, I'!OD]Af.T DATA (�S"(�•���L+;`rP•e-w�Rlmaraaow '0iQ•W'®•01lWOY �x -y Rv.•ew / ��` \ 1�Y !�07 6�i7 Pr iws..P v.Mu-nse vi Cali aYE�M•aEa . u � �<'� \ ,Ad pM \ w.IOaviPt[rn Al 10 / V A ✓ _ 40 V y, � � ° ��� V „ •�•v. '� "r'sa wsLam�Ra Lvai •rea \' �\\ a m w'Ia� we ✓ • / \ .r \. � �'- — I � � � d \ � L •r y.6. Ru _ - aauj \� a � � ° PI N'ys•�K'�.wva>.a - � / ., u —� \ \� �,/� LDT Co.— . Ylf lal it ■P1► aa. ♦ rM +ial v R,I sN .. a a•w nw v >v ° er. mwR K�. v W I w aoa v. a, a •.. OM � I \ % / l-1FP ai\e M.IY R.[0 .YII / `\ / NAP Rio ww R•, ..al - a•Rl f. ,a � •n rww I r�b �'♦ I _ _ _ �: .. a` /� rsw a�o,v M ala• wrt Ra•�D L __ J ...�� _ ° T VMueRn /� /L/ \L, � M►R `� ° a /' pia cYr - — - //'�I wwRt Mw R O SKEICM CAWCE►T O rnnnar i�ar DR7y/ RECOMO OMAR1116 MT® EAST SHORE DRYWALL INC. IIa� ' vs. x w.r. rw• rs rw �� 4� ^�� R �+.sr��sm. m w• ma.s �ti� I. ; / ` , ` --. w LOT #12 GQM( TRQ PARS GREGORY DEM 9DUM RMA j+ _ APeLwAnr x OWNER ORIIII b � � : [.. — ` � \ w.� .°..... STTE PLAN M xfR ___ ` RIM YliaaMRaI r;)11�, PROPORIm COLOUMCEALL/ GRAFMC SCALE aiaviw \� I �a LMmurKAL MKDD16 LOT 4,J,•• I/FLIQO . STATISTICS (7-17-96) IRNDNO ITS[ INUILO O AIII:A / DIPIOYM PNNNO S'AC!! _7 %00= w 9N6 F[Nf Nm TTM am MNmOMTO1 MLLOWIDAY WURENa/5E a wNo ESALE(EAST SHORE) MOOD sr. /3 14 40 6 106 WARINO/EE 4433 sF, 10 11 16 4.5 160 I)" MANUFACTURING 4333 SF. 10 12 13 4 160 LIGHT MANUFACTURING 43" Sr, t0 12 13 3 150 26,o99 sF. 43 40 91 1" 045 IIS / 3 LEGEND PROJECT LT MARY TYPICAL. GRAB SMVE - \ -�'�-. f>.A+E u EAsi>.IFNT SEE aEET N \ THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT '� +J�O ,-80D-225-4977 PRIOR TO ANY EXCAVATION. - --- - SIDELINE OF BUILDING SETBACK l5• STOW EASE7IENT 70 LOT 012 - -340- -- EM11ING GROUND CONTOUR / 7.6' 1 25 IF S70NE DRAINAGE 04UH AND STORM OV7FAU Im FINISH GRADE CONTOUR ,6_.H O- S SANITARY SEWER AND MAHNOIE 12' END SECTION CLEV - 3.tl.60 44 W ETDSINO WATERLINE AND OAIEVALV{: 5'. 7,s 4' W OUT - 336.80 FT" ,"I -. E)OS1N0 STORY fZYQI AND CATGbASN ' KKY COYYON NAYS BOTAMCAL N"11 QUANTITY MH RBYARKB---p-st PROPOSED STORM YWCR AND G106ASN / u{ 0. UNDERDRAN ,G �� 25 Lr GRASS slEuc (O ] MM7E PINE EktllLSifI�IE 16 4-6' CIEANOUT J QSEORFEN JJNPEI Ad9n»."pMl 14 2-J OAL. \ .. 335 / t. _... -_.. E)057WG GAS LINE LOCATION PLAN 'A.o r.r: 14^R uTGeASN � .' INv 1I r v Dye' N.T.& ��'� RLI EMSYN0 DRAINAGE SWALE (S ] 611GM MAPLE AGI[Jramlm 0 1 f/2- Y CAL B A B. FULL HEAD IY K O - 33311, -�' �"�- �•/ 1Y PE QR - 3]G76 � ,; (• � ;/ PROPOSED DRAINAGE SWALE O RED 7U0 DOGWOOD f - dNInNfA 6 2-3 GAL FULL pry � • • ! • • • EROSION fXM1TROL FENCE r F ] JAPANESE FLOWERING CRAB 6 6-a n. B a It. FULL HEM �•"' 0 1U �1 Ex157NC 1RFI VPPoGIT GROWER ® \ PI, WHITE13EOROR MIXED® y HAYBALE DAY PINK, TT Or G - PRONDE A """AW1 CF LIGHT r wTE OMAN 1Mx 9aMo4l. 9 }4' J' OF GRAVEL BASE l THIN ALL a BUILDS AND WALKS WTHN 5 OF .5k a \\ TR Eta R T�ITE Bi1lDNG MOUNTCD LIGHT T� 7RANSPtN11 C a37NC TREE 3 TRANSPLANTED TREES 111N-339.45 UNDER PABUILDING•KMEM. ALSO PRONDE� \ 4p cx S. �../ SHALL BE MAINTAINEDMAINTAINEDtwAwAm JOINTS AT o FI Coff�\ it�', , PROJECT DATA HEALTHY OR NEPLA® / PERIMETER TER Of BULD\.r, \ FOUNDATION PLANTINGS WITH VR�R 9i[QUAL / O C. �' �- \\\ W.W. GRANGER NG 7°IYD. IC - MINED COMMERCIAL AND IN/USTRIAL VA30EIA 6 3 CAL 24'-30' EMERALD ARBORVITAE 22 3-4' \\\ DWARF GLOBE ARDORWIAE 16 --� 1 {1,9 MNIYIL LOT SIZE 40,000 SF. (lDl 12 - 71,972 if.) [ v f ! 19 M» FRONTAGE: 120 FEET EMERALD RN ANTN� T E' \ MNW.AI SETBACKS QtA1D ARBOIK 2 FRONT YARD, 40 FEET POmNAL DNS" 15 \ SIDE YARN 15 FEET 1,n-Y RCM YARD: 30 FEET 7�, . '-� C \\ \ :� it NOTE: NO MORE THAN 3= OF THE FRONT YARD MAY BE N I LOT „ `Y� of Sa.�araingtonUSE FOR FOR I' I: 1, a xU \ _!.+^� \ \ d FEE To WIDE CON P7W6/U/S S7RIRAVOLAD °MlY BYINDWKS '�^, MIM BE MAINTAINED ALONG THE STREET PO.K OEJEN TREE PARK INC \ , 4i JOHN K. DESMOD it.\ J} \ a \, WATER NICIPAL i DONNICT TO EXISTINGMU (VAC" O a 6' DJ. YwtoR SERVICE STUB NV-000 WATDE CO NE I TO CXISTNG W99CPAL t / j EAST SHORE DRYWALL INC. \ GRAWTY COLLECTION SY57EU 14000 S.F. STORY: IN $IORMWAIM COLLECTION SYSTadON-SITE TREATMENT AND TO MUNICIPAL EASEMENT AND RIGHT OF WAY FAR INGRESS AND EORCSS TO CMOEN b ✓ e v rpm v F 1',L' SNl7MToY SCTIUI + \\ �� L JSIING CB f7 -- -- c�, 5), CASYIOir LOT #4 1 , ► VA / VA LEASE AREA /' RIM ❑ry , 3:Ts .+ 1b \ �� D' / / \\ s,333 t:f. \\ \ �341;-- Iz' Pvc nn e 3e,.I4 b t (T9E) POSAe'laB'LzTpR6Y'-6P Co. ISP4Rrsi`I91HFRE1'� M1/ ��. C.O. moo• O AROUND TOP N- 342,911 l-u1.n Al � \ \\ LEASE AREA ( \\ \\ V� V (TYPJ Q 7J3J3 S.F. V`J H SHEET /3) ° + / LEASE AREA Oi -\J�� / \ p, r. ]:AT3 SF� X 337.0 1Y PE OD / \ MAINTAIN MNAM \\ A SECTION - 33•.00 j / NEW Ca OVER SENMCL ✓ �, ° \� Nv�1J9.00 RY - J41.7o / UTSIDE EIUIDDIC IX/O6 EVATER RVIC/D d �% �' ` P.E N . 33IEx \\ DETAI SIEE /7(]S� V.D. N - 3J9.50 S �' t F LOUT - 338. / c �\ '6 CO. 339.73 RIM - 34300 \j s, •N - S79.iO 12' PE. LOT O9 ' G 15 ... __._. GREni TREE PARK NC. laM t'If y' sn /. vl / GKER S1AP JOIN X. DES MOOED JL N Pv IN SNt /v :y`, • _ _ (VACANT) ouT - snI P, UTILITY qv T IC EASOENT I .,"'�- - Y EASIEASINGC8 N3 11M t1CV 346.17 l =-3 i 11 r2` PVG E41T - 341.58 �.� Q}� S \� �wu._ ���_ _- G �,F."�/ �% TYPICAL T BOTH ENTtAM= - ___ MATCH NEW CURB AND ^w PLt a- _ - y_.��-s. - / INTO OOSINO 01" INK T. fxISONC B /3 7RAHSRINT OR �>° ---.-..._- % tlt�EATERR THAN IIX ALK SLOPE SHALL NOT BE HIM LUV . 34720 -� REPLACE EXISTING // 12 PVC OUT 34380 �"..��` � GRECORY _� - �- 6• F,Yc_ NOTES, d* v 4 DRIVE M i 1. BOUNDARY INFORMATION TAKEN FROM TTE 9J9DIMSa L07 OZ GAT d '1NEIT TTEEy,PAa�, sHLALPI¢ Row, sarN ENGINE� WISED Bry/B9TM10Ell C011947R10 ERS f' (v �� `�-""c,.� �. - sr'^�4� ORS! TREE PARK INC. a/ EMSTNO sMN //77 '- wslNc sM A5 \ APPLICANT & OWNER ♦. ELM EEY - 3g. EAST SIDE ORYYIKL INC, y Y PVC IN - 341.2e 8" PVC IN - 310.57 i\ D/O MNII( ROWE((AU ILA •' PVC N - 541.35 8' PVC N - 34000 ` \ Ii BFElARD or It ►7C OUT - 3a.2• 6' PVC OUl - 340.53 BOT7N Kft*G7ON, Vi omw ,1%1111FI FAAA GRAPHIC SCALE EE � GIN IM #2 ------ It ►���' N E)OSTNG MANHOLE r s » o LOT 439• 77iiiii ( DE I= ►AUL IERG" E 1»l - 1fN T 1 (NOUCTGLi Fyp 1 ail/� `�`4S� J J �ANe iiI LLS�� LOT COVERAGE (6-N-9e) LAW UN A1KA K oP TOTAL d7CMS It PARKING 31,473 SF (0. 72 AG) 404 X BUILDING, M240 S.F. (0.46 AC) 2159 X 70TAL COVERAGE 51.713 S.F. (11S AG) 611.3 IT OPEN SPACE 26.259 S.F. (o.61 AC) 33.7 ■ FRONT YARD 4.998 sF. atl AC 2t6 fL TOTAL 77972 sr. 1.79 AC. IDo 1< APPROVED BY RESOLUTION OF THE PLANNING COMMISSION Or THE CRY OF SOUTH BULINGTON. VEINONT, ON TE _DAY Or , 1999 SU0,ECT TO THE REQUIREMENTS AND 00MI04S OF SAD RESOLUTION. SIGNED THIS DAY OF 1999 BY CLERK OR CHAIRMAN) r.,NO. 02 655 5519 1 Tan 02:23PM P2 Mill RCIM t�ALSH ELECTRIC SUPPLY FAXX : 0 .. , _., ...... _.. .. Listed for U` Wet 012 cations r'�►i A F:AMNTED LIPM Series Lytefto►O Universal Wei/ Mounted Lnrninafire 100 watts thru 175 watts High Pressure Sodium Metal Halide PRODUCT SPECIFICAtMNS l % C: ,� (� •� ■ APPUCATIONS Acc nt, securlty. area and perimeter lighting. Can also be used in parking garages, twnels, underpasses, elWys and driveways. ® CiONSTRUC77ON Modular design ll"ttxes precision dle-oaat aluminum mounting box. Mounting box contains four 1/2' NPS tappmd holes for thru-wWtilg and/or installation of phot000ntrol (see Acosssodes). Electrical and optical component$ are mounted to die -test aluminum tray for maximum neat dissipation and quick Installation. Deep ribbing on back side of component tray permits airflow cooing which assures longer component life, Socket Is pulee rated for 4MV Component oover is injection molded. LAI stabilized, impact resistant poiyowbonate in dark bronze InIsh that won't peal, chip or fade. Refractor/lens is constructed of Irlection molged high impact aayllc. Reflector zyetem is hydrofnrmed anodized aluminum, Exterior hardware is stainless steel. ORDERING INFORMATION 0 OPTICS Patented bioptical tens allows for refractive dismbuilon of ngnt or glare free cut-off`, Refractor units (LPMR series) yield Type 11 beam pattern. Units are shipped with prismatic refractor fomard for uniform perirrretar fighting. Glare -free cutoff units (LPMC series) are shipped with clear !ens forward incorporating an internal front baffle to yield Type 11 tam pattern (with forw2d glare control). Spaeini/meunting height ratio is 6.1 on all Type 11 unts. Uniq,,* lamp/socket amerinb'y allows for minor yield adjustment of beam pattern. (Additional liI patterns available -see Accrssones.) Peter to Soctron 72 for r he+omctrtc data M BALLAST Core and coil ballast as noted In ordering information..Reter to Section 12 her electrical data. Catalog No.* Catalog No.* with Refractor Cut -Off Optics Watts lama Volts Ballast LPMR"t00LXL LPMCi00LXL 1001 FJ617 120-277 HX-HPF LPMR100NLXL.O LPMCIOOLXLm 100 E1817 1,20 Reactor (NPF) * LPMR1ti30LXL LPMC150LXL 150 F/817 120-27' HX-HPF * LPMRt50NLXLM LPMC160NLXL0 150 EIS17 120 Reactor (NPf"7 LPMR100MAL LPM01100MAL 100 ED17 120-277 HX-NPF LPMRIMMAL J tAMC150MAL 150 2017 120.277 CWA ■ LPMR175tAAL LPMC1T5MAL 175 ED17 120-277 CWA *Msdiurn base lamps induced with al units. To cider without lamp rsmoue '0 from er,d of Cat. No. 076 airw HPF (High PC> w Factor Reactor) ballast, change "N' to "H", i.e.. LPMR100HU(L. OPTIONS -Far The LytePro LPSILPM Series To 4rdar the following factory inMl M, opilons. Add appropriata suffix to Gat. No. Suffix FUSING: In -line protects HID circuitry: For 120V, 277V-SWVe Fusing ..... , , F$ For 208V. 240V, 4a V"Double Fusing . , , FFS POLYCARSC)NATE REFRACTOR: For vandal prone areas consult factory for wattages and availability, ........... PR AL:rOMtATIC STAND-V AUXILIARY LIGHT. Electronic relay energ!Zea an aw dilary quartz lamp in the event of a momentary voltage drop or In cold start situations. Quartz II (included) remains illuminated until HID larnp (100, 160, 175 watt HID units only) reaches 70% of brightness. Consult factory for wattages and avallability... AMC ■ Stook Item; Normao aam'ad In factory stack andlar at toe& regionel wsmhovaes. LPMR S9rieS LytePno with Refractor ® INSTALLATION See page 18, 9 LAMP Rater to Section 12 far lamp data. T I 12" r- 4314" 31 6• j 6040 1 MOUNTING BOX LPS/LPMILPL SERIES ACCESSORIES Far The LytePro LPSILPM Series The followino are Ifeld installed accessories. Order by Cat. No. Cat. No, PHOTOCONTROL: BUTTON TYPE: (Instals easily to mounting box) 140V ..I..... ........ ..P105A 208V 24oV, 277\) ......... . .... P103M SWIVEL TYPE:: (Inatatls easily to 1 /2" NPS hole on mounting box.) 1.20V ............ ..........PIMA 120V ....... .............. ..PIIOA 201 240V, 277V........ . ..... P150M 48CV ...................„,.P150E TAMPERPRCOF KIT: 2 alien Screws to prevent access by intruders LPTP OPTICAL ACCESSORIES Seepage 18 SM98 10 19 FROM : WALSH ELEC:TR:C SUPPLY ( Walsh Electric L^saab,lslsed1959 supply FAX NO. : 502 655 5519 r' Jan. 12 '1999 02:2-'PM P'- Colchester 80 Roosevelt Highway Ethan Allen Industrial Park, Culcheater, VT 05446 E802) 655-709U • Fax; (81)2) 655-5919 1-800-639-2298 Ff i TO: " � f ` � - FROM: AITN: - - - DATE. FAX # _ TIME! FACES (including; corer page) MESSAGE S FAG /C-�_ Nov 2C 98 01:20p Erst Shore Drywell 802-960-6026 p.2 INSTALLATION INSTRUCTIONS Pdl FOR PERIIMALUfX NRG-30X SERIES 4ffj"&r2---- SEE WARNINGS ON CARTON. Black Line WARNINGS: • Disconnect power before installation or servicing. • Install, operate and maintain to meet all applicable codes. • Supply voltage must be 120V, • Protect all wiring connections with approved insulators (by others). GENERAL INFORMATION: 11) • Allow 6" (152.4 mm) minimum supply wire outside of junction box. N I • Provide a watertight sea{ between fixture and building structure using a �r' (�} silicone sealant. `r • Lamp is included with fixture. GENERAL INFORMATION, SURFACE MOUNT CONDUIT BOX ACGES50RY; • Use a waterproof pipe joint compound (by others) for all entries into � conduit box. 2 • Plug all unused entries into conduit box. • Threaded entries are tapped 1/2-14 NIPS. • Use '/<"dia,(6,3mm)minimum hardware (by others) to mount conouitbox. FLUSH WALL MOUNT - FIGURE 1 1. Thread two 3' (75.2 mm) long fixture retaining screws (t) completely through mounting bracket holes marked 'A'. 2. Install mounting bracket to existing junction box with tiro'/z' (12.7 mm) long screws (2). 3. Remove lens retaining screw (3). 4. Remove lens and lamp, S. Make wiring connections. 6. Mount fixture with two washers (4) and nuts (5). 7. Replace lamp, lens and tighten retaining screw. SURFACE MOUNT CONDUIT BOX ACCESSORY - FIGURE 2 1. Drill 5/16" (7.9 mm) hole in conduit box at drill point location. 2. Mount conduit box with arrow on inside pointing upward. 3. Connect conduit (by others). 4. Install gasket (6) with adhesive side against conduit box. 5. Remove leis retaining screw (3). 6. Remove lens and lamp. 7. Make wiring connections. 8. Connect ground wires to ground screw in conduit box. 9. Mount fixture with two Ve (88.9 mm) long screws (7). 10. Replace lamp, lens and tighten retaining =9w. Hubbell Lighting, Inc. A Subsidiary of Hubbell Inoorporeted H V BE3 E!_ L 2000 Electric Way ` Ctuistlansburg, VA 24073-25W (540) 382.6111 FAX (SW) 302-1520 u WIRING DIAGRAM I45 I FIGURE 1 FIGURA 1 FIGURE 2 FIGURA 2 268-1002-9001 Nov 20 98 01:20p E-st; Shore Drywell 602-©60--6026 p.1 E. S. D. I. D EAST SHORE DRYWALL INC. 16 Gregory Drive - South Burlington, VT 05403-6046 (802) 660-5040 • Fax (802) 860-6026 FAX TRANSMITTAL Date' Novwember 20, 1998 TO: Ray Bellaire OF: Planning & Zoning FAX #: (8021 846-410"1 FROM: Mark J. Rocheleau RE: Exterior building lighting THE FOLLOWING TRANSMITTAL CONSISTS OF-2—PAGES, INCLUDLNG THIS COVER. SHEET. IF FOR ANY REASON SAME ARE NOT RECEIVED, PLEASE CONTACT US. MESSAGE: Ray, Our electrician is here to bring the exterior lighting into compliance with our approvals. He states that the following fixture will meet the City requirements. Please advise if it will before we affix them to the building Yoit can call be at 860-5040, Extension I I Thanks, Mark iyletal 1 raming I Dry`a%.>all I Insulaticm Sysfi>! s I :&aspended ,f') cvki%tical ��%ril�' City of South Burlington Zoning permit for land development Pursuant to provisions set forth in Title 24, Chapter 117 Section 4443 subsection (1) and Section ;,7.10 of the South Burlington Zoning Regulations this permis herey� issued Qn�t�is� 3/ S da�npf �,�,. 19 to in accordance withL_7:..: �S �w a �. app cat on appr ved by the South Purlington Planning Commission on This permit is subject to appeal within -fifteen 15 )days from the date of issuance in accordance with Section 4443 subsection (3). Title 24 Chapter 117. ministrate Officer iv City of South Burlington This permit allows for site improvements only it does not permit the construction or alteration of any structures. Permit is subject to conditions and bond requirements set forth by the City of South Burlington. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 Mark J. Rocheleau East Shore Drywall, Inc. 16 Gregory Drive South Burlington, Vermont 05403 Re: Adding 7 Parking Spaces Dear Mr. Rocheleau: July 29, 1998 We have reviewed your site plan to add seven (7) parking spaces. Before the plan can be approved, it should be revised as follows: ZONING (802)658-7958 — plan should show the electrical transformer pad in front of space #l. — the plan should be revised to show all landscaping "as -built." — the dumpster pad and screening should be revised to show as constructed. — the bike rack on the plan should be moved to its current location. — plan should show the access to lot #11 as approved on 6/9/98. — the plan should be revised to show the locations of the building lights (plan shows lights which do not exist). the building statistics should be revised as approved on 3/20/98. Other comments: — your application indicates that the front yard coverage is 32% (maximum allowed is 30%). The 7/23/96 approval indicates that it is 22.9% which is correct? — the building mounted lights do not appear to be the ones approved (see enclosed). — additional sewer allocation will be necessary for the 12 additional employees. Please provide the additional allocation needed. — staff recently counted a total of 56 cars on the property. Are 45 spaces adequate? Mark J. Rocheleau Adding 7 Parking Spaces July 29, 1998 Page 2 Please respond to the above comments with revised plans and the additional information requested as soon as possible. If you have any questions, please give me a call. Sinc ly, Raymond J. Belair, Zoning and Planning Assistant 1 Encl /Op - - ---------- AZ 41-J, S7 V5 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 August 26, 1998 Mark J. Rocheleau East Shore Drywall, Inc. 16 Gregory Drive .South Burlington, Vermont 05403 Re: Add 7 Parking Spaces Dear Mr. Rocheleau: ZONING (802)658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Director of Planning & Zoning on August 26, 1998. 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. Director of Planning and Zoning JW»tcp I Encl 14 Morse Drive Essex Junction, Vermont 05452 LAMOUREUX & DICKINSON Consulting Engineers, Inc. August 12, 1998 Raymond J. Belair Planning & Zoning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: East Shore Drywall Inc. Mark Rocheleau 16 Gregory Drive Dear Ray: (802)878-4450 Fax (802) 878-3135 We are writing on behalf of our client, Mark Rocheleau regarding your review of the previously submitted Site Plan Amendment application. In response to your review letter (dated 7-29-98) we provide the following: — The electrical transformer pad has been added to the plan. — The landscaping schedule has been revised. A table has also been added for the foundation plantings along the front of the building and around the sign. — The limits of pavement and screening around the dumpster have been revised. — The bike rack location has been revised. — The access onto Lot # 11 has been shown as approved on 6-9-98. — The location of the building lights have been revised. — The building statistics have been revised to include the mezzanine areas as approved on 3-20-98. The wastewater has also been revised to reflect the increase in the number of employees. — The lot coverage has been revised to reflect as -built conditions. — The front yard coverage (26.6%) has been added to the lot coverage data. — The building mounted lights will have shields installed, resulting in a cut-off fixture. With this letter we are requesting an additional 180 GPD of sanitary sewage allocation to increase the total to 645 GPD of capacity for this project. We have enclosed four copies of the Site Plan, as well as a reduced copy for your review. Please call this office with any questions. Sincerely, Andrew Rowe cc: Mark Rocheleau Civil • Environmental • Transportation • Planning 9 Landscape Architecture 9 Hydrogeology • Land Surveying 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 #) oC/�ECE.4ct LAc�iyIFIt6Co�iu6nrf LLC - /6 GR&Bzocc. �l IL - Soc�ff! T3ctKl. (,n•- 1!f_�SS�a3 7b!,I' cezz)86y-SQg0 FAx C,90 ,) BC�U-loUZ�o 2) APPLICANT (Name, mailing address, phone and fax #) I-lAc t -S. - C� 3 W- 5//oRE t��. - Sa. 41CKo - Y7�. OAS USG SEC : C8o Z) 3 7 Z - C y-7 Z C802> g6a-&,old 3) CONTACT PERSON (Name, mailing address, phone and fax #) 5AA46 ,4s A Z A�avF 4) PROJECT STREET ADDRESS: !C. Gn��a�y bez Y4. 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) WACSZ&�eSE: /6 oaO SF Lc�1414 y S F W//06, ouo S/= b) Proposed Uses (include description and size of each new use and existing uses to remain) A44 GWA.2z, ,vr,vrs WAR6Aaug�' kl,9zz S-C r yLi I Lt/Fy /�`z2 Lo0 o .5p 1/ 14=zEsaLE "e2 z Z coo s /= c) Total building square footage (proposed buildings and existing buildings to remain) 2.o Qog S.c d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) "s F z z' //;5e// A..I, e,poy cS-F A,52 ZfIN/NE s e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees (existing and proposed): ,,,4s't S110ee Dley WA-// ZIVc. c5 nl�y �"i�-�y��-� �,2o�ar6� 'SL�,aa y6c-r —PY cctiu = mac. / 3 �x7RY �s CaY�ss ,vo c. .v5 r- .t�vf� c� Psa7�Ec� N GS 11 /,l�/�L f f1 Giq� E E,c.SPdos crrt�nrow.Y g) Other (list any other information pertinent to this application not specifically requested above): VIE. ARE Adjr,VG G /d U SF A/F Z ?-A' /V sP/4crs i% Sia2�4c-r. 7) LOT COVERAGE a) Building: Existing Z,5 7 % Proposed 2,5� 7 % /y(i b) Overall (building, parking, outside storage, etc) Existing 68 % Proposed 6,9 % lV !- c) Front yard (along each street) Existing .3 z % Proposed -3 e_ %,yc 8) COST ESTIMATES a) Building: $ Fxf� b) Landscaping: $ �x+s c) Other site improvements (please list with cost): /V0.-f/E 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out): b) A.M. Peak hour (in and out): c) P.M. Peak hour (In and out): 10) PEAK HOURS OF OPERATION: 11) PEAK DAYS OF OPERATION: 12) ESTIMATED PROJECT COMPLETION DATE: 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. ,SfGNATURE OF APPLICANT SIGNATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ® Planning Commission ® City Planner I have reviewed this site plan application and find it to be: Complete ® Incomplete City Planner or Designee Dat (Apfrmsp) EXHIBIT A 6'111i:l�sVJ The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. • Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) • Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping • Existing and proposed curb cuts, pavement, walkways • Zoning boundaries • Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements • Lot coverage information: Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) • Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE © New Application $ 50.00 Amendment $ 25.00 (Apfrmsp) V uoro RV • STATISTICS wNs IwtTTo.0NwrlLcm,tsn..l,rw«R' R Ro.o•v•A,•«.wanc•aowRv) n,w•RO) ama•vn u.r. « » a +,«.1 �« M Wr ww-. RRrnR�w�r �� \/. T�� <�• 'r \ Rm.1mw✓vw,za7va_w uo7m sr—n.s7 w;.w 1 m SIX RM,X R•Q iANm IRRY *ATION —��-.——s.. R��i�w� �asmaR•v.wwr i•m ra«ra•Rwn.R ..vw.ruo• nnRu•v am•rlww wn on ow.•r• N �,. ,,.. - s Q v om •.ro ,. a-• oa it Qaw.• Wu v..,.m. • I vz- r ca • . a w w.W � w�" �"a �•T rO ...... r.o.�.o w.. Rw•.Rw . .-. r,. .. a ..s .,o ';\ � �a. r� �`!'� c:a � r � � _ we �•t�iR Iso / • 1 \\s Ra0«rrDmua, Or Mvw+, •roc .a yR .rr.lr • a-. ��.n �« � ,� + \ \ -. �LOT ® mrm c PROJECT DATA 4. LOT p, \'a •� we:P, /•'. ,- i RARrRRr '"' O\`�' COVERAGE , Rn s a wrw . � `^ � �n�an rYr-•o•• A �� \ a. RSw -� - - �..- -- ___ 6 .. ,• �� w• V (aR KI w.a f •1 i- - V (an •e) A't i lr+l (Do li7 (IN + v «n rcl v ��AN V f0lr n[l •"e r • \� j �' sun : pa'«iww ails• Roar . � • \ - i : iiaa � \\ f /� /� ��b� �_ vo w�.as \ \ � �- w n y wa•w i i '�.,; �o°a ra.n o•s/ �� • �\ o >" - - / � f' �i, row a� w: au. w am ssrooa ��'. I�°.W��7v,( _' 1�\� ' , � �� �� � ->-w IR•®.wn.nww. .r Div.° Wn � ��-\ � � / \ �' / •-,.-w IRWn .ao w.n r L rKµ w=� _ R[YRpME �. -aslw a r� —)` ��T,,.- ��^ _ _ __- Ruo aw a �' w ❑ PRELIM LIM 1 0 FINAL DRIVE ' /J I-1 RECORD DRAWING ' or 0z EAST SHORE DRYWALL INC '•aai #�v J ,� `` APPLICANT 1 LOT 012 GREEN TREE PARK s L GREGORY DRIVE. SOUTH BURLINGTON .Brt K SITE PLAN ^�, OWNER PROPOSED COMMERCIAL/ GRAPHIC SCALE / maw i«ww \ d« ,•��slsr'/% INDUSTRIAL BUILDING •_so-ce L07 s' WIOUREURo... ttM 0 LEARY «.m• 1 z 7 � � CaaRW Ino. r.• .� m) •Vwt�R7 \ter �' �L� �„I cw�eozl ave'-..wiz nl a � ' [REIn•• rP1Amm-Survgon J City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 February 23, 1998 Mark J. Rocheleau East Shore Drywall 16 Gregory Drive South Burlington, Vermont 05403 Re: Add Mezzanine Dear Mr. Rocheleau: 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 20, 1998. Please note the conditions of approval including the requirement that a zoning permit be obtained for the additional mezzanine space.. If you have any questions, please give me a call. 0 JOW Weith, Cd1v Planner JW/mcp 1 Encl R SOUTH FOURIDF610M LEGEND J \ •'-� PROACT 000"Y TYPICAL. CRASS SOME Wo - -_- `,1LQ.NE a E.ASOR3tT SEE SHEET /3 \ 7ME CONTRACTOR SMALL NOTIFY -DIGSAFE' AT \ `�.8 1-t300-2 .977 PRfOR TO ANY,7ZAMMI. - - -- 9941JNE clr Pa4ItNo WIMACy IV STOMA EASEIKN7 70 LOT 111? \ - - 340- E457040 GROIND OONTOLR 76 if STOW DRAINAGE OEn FINISH MADE CONTOUR \`(,I DITCH AND SIOM OVIFALt Ar END SECTION - s SMNGARY SEWER AND HOLE 4 4F E,EV - 330.60 14- IN EYEING WATFRUNE AND OATEVKVE LANT LIST ' ' . # „ ..-�" \ 4• LO OUT - 336.eo i ; - ..1 __... - - EMY61C STORM SERER AND CATCBASL9 KIFY COMMON NAME BOTANICAL NAMB QIJANCL'1'Y of H REMARRB a ST PROPOSED STONY SEWER AND GIGBASN i \, I O ] YMTE PNC �Jt,,b- 16 4-W -25 LF GRAM SWALE � `N J Q /;/ °� a CtiJ•NOIIT LOCATION PLAN Q SEA °�L UNPO't'I'0AI' 1+ 2-3 CAL ' - Wes" NCW UTCIBASN \ ' ; : " - 8" IN, T I I.v ) u(1, :� C. _ E'YJ5TN0 CAS IJNE SUGAR MAPLE Anr •edu..,u. a 1 1/2- Y CAL B 8 Gi, FULL HEAD R{i EtEV - 34p110 �! ,� \E _ / F]6STN0 DRAINAGE SWALL C r PE OUT . 37676 PROPOSED DRANAOE SWALE 6 2-3 GAL fiLL EROBW COIITIKIL mom I OR0r( ILA i E70STW TREE y \RECEIVE F JAiANESE FLOWERING CRAB - 5. n, n'..Oi \ , ( YuILLJ¢lGhr 6 lL-a FT. B A B. HEAD \\ \\ �..ail..;l HAYBALF DAY MY6O11 G9Oi O t/ Y NNTE CEDAR ILY1R RccId401dk 9 }t• HNC. WHITE DR Y>® 1 //� ,/�/� UG1T AUGAt M� ��Ia BUILDING MGINTED LKNT GNY-339,43 \ >PAxtPcrrT TEE 3 �� TPas PROJECT DATA 1MLL BE R MAINTAINED E[ALTICI OR REPLACED �L - �� CR ' � \ \\ LOT 11TM TREE d• EWAL GRANGER. 2(NCD: W - MDiD COYataAL AND NIX157RML FOUNDATION ON PLANTINGS o �'� r a auZ a Au v S./y` .�'^( '\\ i OR LARGER AIE \\ ity W.W.o�/W""yurlington ` ' EMERALD EIIA 6 }CAL x4•-]O' / BANXQ; w" 2, s WITHIN 5' of EtN[AAtD ARt10NVtTK 22 }4' f-Wi)AiC TIT719 z• THr2( rNa1AATDII \\ LaaLAAi LOT AI[: W000 SF. LOT 12 - 77,972 SF. \\ \\\ \ DWARF 0.08E ARBGiV{TK 16 EUNDERXPANSION ION JE641S ALSO PROVBE ,\ SIGN PLANTING BAN � �Ll ITITNC. FT OFF \ LN1&&1 MONTAGE' 120 FEET \ 14011" SETBACKS �\ PEFONAL DAISIES 15 - M13W YARD, 40 FEETSIDE YARLK Is FEET E. \ I �- --`_ � � .!^_ ' /' � \ \•\ TEAR PARR 30 FEET 4 USED FOR FOR PAMQN0 AIDJOR D AS. A N&N6AY 15 Y1( Jf, �� f M rI F V !3 A( i \ • •' \ \ \ MOTE: NO MORE THAN 3 K OF ME FRONT YARD MAY BE T \f r rv, IN IR411 LOT 11 9S \ �' \ \ Vb- N t 9 /1 .( `1 �� `. FEET WDE CONTINUOVS 5 7NAVOtSm ONLY BY DRDFS �" AREA OF FRONT YARD - 17.543 S.F. 4 I! I VC <N 1 R GREW TREE PART( INC. ��- LOST BE MAICIANID ALONG THE SIRIET RO.R JY/H K. OESMCND JA. \ - (V, T) . .�, \ FRONT OF D1th- 4.019 KNG IN J �+• a d : -\ \�' raoNr FARO - 4,01/ sr (ns Ih INV-34noo } 9` VA\ ,ATM CONNECT 70 k735TND Ml6CN•AL f .f \ CAST St10PE DRYWALL INC.WAl \ \ ,\ I \ 6• D.I. WAILR SEANCE STUB ,2 v 1g000 ;j. WATUS O66ECT TO EXISTING ML"CIPAL auWtt COLLECTION s7sELI \-_ - "Nv n s S \\\ STORY: W-ATE TREATIEJA AND CONNECTION TO MkINIOPAL EASEMENT AND MIGHT OfWAY / STORAIWAICR COLLECTION!S*rlrW MR Zv� PARKE14C. AA \ v 16� SNNTMY SCT101 C + \\ PE&sH RA,DR E(lV - 3/was \ \\ /•, F �y \ - EAiT004T TO LOT jit- f VV LEA -St AREA z rvt an < Tcav\s.0 b +O 6'XIEIf0.40 PALS9IRE ' cu A Buarr 3'�6'FwTN i• -�'' AA VA Vv C.0. \ o o I a Nw1AFER AROUND--- OP341.30 LEASE. \ 3ue 3m S.F. 3. Y �V "j x SECl1�ON�340.70 �f �a'wtm-as67oo 1 xE slur 'o LEASE A j _ ji NV - 341.0 \ +SSA \� 4C •AO"/ % J37.0 i w PE END \ i �, p Is SECTION - 330.00 ;-r zs WY4R au'M A V `� i y --' -� "� i . `�. 0 1p /� NEW Ce �X SERER SUMCE \ `` / •f,. F ! ' �' o0wmw APPRONCID a K rY SOUTH maN or THE PLANNING R �wN. .+ .NV-3w.00 RNA - Jtt.7o r;, (FJISDE BULutLe (s¢ ")i� + `��{�� ,r PL N . 339.60 `+ \\\ µ 4E �/ A •To TLR PERFREIUE7:iS/JID 1966 U.D. N - 3Js.5o , ./ Iz)_ - t P ' l` /, .� CY"e+". � BLTS F -DAYJD RE'SOLtfWOlU/ SM>fE8 D D 12• P.L OFF - 338. \� sv C.a ,T A' CUJ3W OR CHAIRMAN) G /.� I �•g' S NEW CIS - 'X it C.Q C.O. 1 338.73 Rod - 343.Lq �\ �•\ .,� \ v-J,H.60 s 4Y lr PL 1 L OLOT 9^" J P J N / - � B-It-NB RE1<:Ln PER srvr FSVCW ADIt . 1 -\ 'C 1 5 / �,6" 7-17-96 RENSFD PAWa1G LAYMY / AM" EASE 10 LOT 1t AIR GREEN TREE PARK NC. \ f ftlM FFl 34 ). V / �� / y ? �. 7-}716 RF\tsED PER STAFF REVIEW ABR .10N1M K. DE9101D JR Its r../•r 39�. 1� ..� `` \�\ - - _ 9 (VACM71) B' r• oV1 n J91 r5 _ To' VMItt EASEMENT '�l.�.m`gy'1�, / 6-iB-96 RENSED POND WltEl ABR date description by o' s% / TYPICAL AT BM ENTRANCES - `121 PVC WT 341 f8J _ �\ 'Q 0 �` `'_ � C � �,-� �,. , IA REVISIONS -�`�`- MATOL NEW CURB AND SDEWAL% REAL PLM6"Lam MVVM 9OWB I or =9�\ INTO E1DS7N0 CURB AND SIDEWALK ONLY R tGAD FOR TIE ruPosl ADWR tnDB: ixEn SIDEWALK SLOPE SNALL NOT BE h. 1 YJ .TINC P i l _ TRANSPLANT DR -- "' HIM ntV •J3A I " -� REPLACE E�1LNc � / a SKETCH/CONCEPT v PVC OUT = 343.60 ��\ TREE - -►- ,a! / (] PRELIMINARY * �W - /FRS' DRIVE 1� FINAL 3 iP / 0 RECORD DRAWING .BDMOMYNFaa,ATIwTAKEHF,tGMTHE ADADeSlYlsat �. LOT 2Q EAST SHORE DRYWALL INC. 9eo+2Q PLAT of '(METH TREE PAW, s1AFNPNE ROAD. SOUGH I 'Q \�'�`.,,.,�- W- LA TDN4 YL10101ET BY 1R110E11 4%NSIATINO ENGINEERS - _.�„�_.� Tea• LAST TE65m aje/6B. �' �V � \ - � �- _ _ ;�.s---"�- aTkEH TREE PAW INC survey J" K DESMO D AL LOT #12 GREEN TREE PARK 145/DEI. b � ,t, ` ✓• ,L (RESOLIFIIONSINc.) �4k ` GREGORY DRIVE, SOUTH BURLINGTON Aea 3 - - \\\ �•� APPLICANT & OWNER / E>oS1N0 SYII () I'M ' SITE PLAN .ABA NII DEAL - ]iBBB PIM CUEAST SHORE DRYWALLINC C5 a' PW N - 341.26 1 PVT: CCo MARK ROGIDEAU e NEW 6' PYC N - 341.36 e" r•VC IN - :540.OU 41• DE AIL - s4t.B6 e• 1•N_ fYeT - 3u,I.Af , 61M UNG11W. VT 054a5 ItI[T 14F! PROPOSED COMMERCIAL/ dot GRAPHIC SCALE •� OCTAL W �T p ----- ` OL 1F I/Ab FOR CONNECTION Im \ ��� 4' INDUSTRIAL BUILDING 4-;0-96 >t N f • „ DUTN0 MAIN" ( DIE DiB1' ) 1 mok - 7W R STATLSTI(l. 1 17-96) - "Dos UK gWOBW AMEA / OrtaVUS PAIBWW SPACIS TOTAL VB"m TRP of FM NOVR 7RIP D" I W TILISKM sKLOMLf,ADAY WA"ENOL`W & M41a.ESALE(EAS7 SHORE) 12.000 SF. 13 14 40 a 165 WAREHOJ6E 5.433 Sr. 10 N I6 4.5 -150 _- LIGHT MAN FACTIMaNs a,333 SF. 1D 11 13 4 150 LK3Fi MAIAFACIIS" 3.333 Sr. 10 11 13 3 150 26.0619 SF. 43 45 91 199 645 LOT COVERAGE LAID UIX AREA S of TOTAL MALES & PARIOM 31.473 SF (0,72 AC) 404 % BLILDNW 20.240 SF. (0.46 AC) no % TOTAL OON RACE 51.713 S.F. (1.18 AC) a&3 % OPEN SPACE 26.M S.F. t0.61 AC.) 33.7 % FRONT YARD 4,986 S.F, p11 IG) 26A % TOTAL non Sr. 1.78 AC 100 F LOT 03 r* N. t_ I"OUREUX, STONE & O`I.F.ARY 1•-�' PALL MERGERS SE•� ��'� 14 M6F•e DOm no, �i�Jf7 ♦��� E&eN Ame lon, YT 05452 (Iwus�w) �!ltP1✓•,IIIIo17-`itl>rWl�IDI'/ R SOUfR BURLDIC M • t 1 SHEET J ` - "\ 1(\ LEGEND *'' I ORrRo.Ec1 iIGAJwARr SEE A55 SWWu \, - SEE SHEET /J LL THE CONTRACTOR SHANOTIFY 'DIGSAFE` AT SIDELINE Or EAxM[M III! STORM [A9EMI:NZ +�>e \ 1-800-225-4977 PRIOR TO ANY EXCAVA710N. - - - - SIDELINE Of BUILDING SETBACK OLOT \ - -340- ___ -- EXISTING GROUND CON70A / \ 7.b' 25 LF "ONE DRANm ACE a U41CH AND STORM OJTFAFINISH WAVE CWTORt ` LL \R tY OD SECIgN -0S SANITARY Sr" AND MANHOLE / }• ELEV - 3.70.60 /4 W 00ST96 WAIFAIJNE AND OAIEVALIE \ A' LID OUT - 336.60 AND CAICHBASN PLANT LIST -- I 1 ❑ ST PROPOSED STORE SEWER AND CA11"ASN � / I= COMMON NAME BOTANICAL NAME gUAWMY 916E REMARKS 25 LF GRASS SWVti w- UNIODRAN LOCATION PLAN O RED °A1 QOOi-O� 16 1 1/2- r CAL e A B, NLL HEAD \ �\ y EIVED �iN0O7 iA -- n INV f I I. V T.1., j, E70571N0 GAS LINE N.T.S O SEA GREEN AIHPOI .LD�OI,ILLLpRIR 11 2-J CAL FASTING DRAINAGE SWALE tY PE OJT - 376.7E E a / SUGAR MAPLE 6- 6 1 1/2- r CAL B A B. FULL HEAD JUL 2 `199� • � V \VV/ PR01'OND pRAR1AF.E 51WLLE eiv' �ye'1 / • • ♦ • • • EROSION fFAfTROL FTNC£ RED TWIG D017t000 rtl1616.11dYSIELR 6 2-3 CAL FULL -33f O >� '6 / EMSTNG TREE \ ,y HAYBEDM (\6 -1. BuA,aH.UpuorEoCity of So. Burlington uan PW WHITE OR 1DXD City 3.W.45 TYPICAL OVERHEAD DOOR •Y • VAfTE CEDAR Mk >�OIdw 9 3-4' uan LDGIMGG MABOVE \ \ / WILL" MOM FEE, uGHT �'`� 1iy LOT Q3 PROJECT DATA \ ( T ] TRANSPIN/i fJO5TTN0 TREE 3 SHALL BE MAINTAINED � O r.Of GRAVEL TYPICAL - PROVIDE wE�UOiA ALL 6 \ \ �wM w.W. GRANGER C. ZONED. IC - MIXED CpY(RCIAL AND INDUSTRIAL \ VAIN TREE OF EµIAL / !_ +IO�ANBTH 2" S THICK U AT \\ \ l•1MUL LOT SIZE: 40.000 S.F. LOT 12 - 77.972 S.F. HEALTHY al rErLAcm VAIN Y twrx Ns1u1TxN 6 HIDER PAVEMENT. ALSO PROVIDE ( ) \\ QI LARGER T2E PERIMETER J091T5 AT 5 FT OFF \ \ (FEE - xJ.b A) 120 FEET ERONTAO M6MAR E: PERIMETER OF fANLOING .. MINIMUM SERIACKS: \\� FRONT YARD'. 40 MEET SIDE YARD; 15 RLT REAR YARDS 30 FEET \ 1.1 Ivl (U _,� •.' NOTE: NO MORE THAN Jai OF THE FRONT YARD MAY BE \ USED FOR FOR PARIONG AID/oq DRIVES A MINIMUM 15 M i vt�IN J`i `rn LOT 11 G VC. IN FEET WIDE CONTINUOUS STRIP, iwLwlsD ONLY By DRIVES IJ 114 71 .t d \• J I VC > 1 1.14 :•�1 GREET/ TREE PARK NC \ __... -" MUS7 BE YAMANED ALONG RE SWX[ET RO. EL O JOHN (V�T) .R. O \ P AREA OF FRONT YARD - 17.513 SF. , 'V� .� % AREA OF RARKNG IN rRCHr YARD - 4, 4,m9 S.F. (229 s) i j' nrv-3woo + \ .v WATER- �p •D' EAST SHORE DRYxALL Na oDNNEcr TOv15TTN0 taANICPAL 10,000 S.F. B' DI. WATER SERVICE STUB GRAVITY T TO COLLECTION UUNKIPAL Sr r llli xv1 Y'n STORM: ON -SITE TREATIIFNT AND OOHEC_ TO MUNICIPAL \ �V �• VA STOWMTER COLLECTION SYSTEM 15�,SAHIIARY SEWER FINISH \ 3H.76 .1\\\\ •Ja \\> \. I YI LING <H 91 �, T TO LOT %Il _ �/ \ n v_ i 4 90 ° + F \ / A LEASE AAA tz I vc an 13 ,_I4 b• � AJ33 SF. c � Po6Ts. BIIRr 3'-6• rrn4 r• 'b ,���/ \ \\ \\ \' cn ►aiawxl.3o twwTR ARou6 TLP LEASE AREA 2 .i y ! \ \\ \\ \\ Nv . 34z96 +! 4b. o !• - 3.333 S.F. VA VA / \ IY PE END j ` \\ \\ ^p 3 '17 �•in. \ 6• Wt� . J3a7 o F J \ s \\ LEASE AREA OT \\ \ V' 16. + / •� _ , / 2 / '/cixt.o \\ +Asp ? o y� D n•N.nw se>a D>,9.aD / A MAINTAIN 2-OOM OVER VA •,d t `' A 0 j / NEW ce / SEWER SERVICE \\ ,2 F / / /. j APPROVED BY RESOLUTION OF THE PLAHMIMO <� COMMISSION OF E CITY OF SOUTH BuRUNG70H, W NG-3J9.OD RIM- 341.7o DU7SDE BUlDNO EXTEND EOSTNG 6' •.\ `L �' lY v.E. N . JJ6.80 \ s `�" IN/ER sERNEE (sue / + 1" �{,. subac T. OI pAr Oi IP98 0 \ \\ f2), /' / / / 4✓�d sUB.ECT To THE REwRF3E]+Ts fv6 OETAA BEET/ O..'+V CONDfDONS pF SAID RE9CIlVTON. SIGMD D 5 IY P.E339. �0 6 {a'? / / / iN15�_DAT OF 1966 BY ,�}�' OR J �/ e 1Y AFT OHAJRR341,113 IF R. F SIT CB ao 3)9 73 R9E . 343.00 SHAD / e \ - u'. REMOVE Ex1S7•D GIRBIHO\ •0.11aH . 339.60 tY PL t' l` A MN•RUE W IY. EENR AND AND REPLACE Wlltl HE71' �' \� 0 M -F J SIGH / \ / ELT EDGE OF PAVEMENT BACK / + . 1/4-DEPRESSED CURB YRT11 \• _. _ �"'1 / �- "� • r SAP J c / � \ 6' // 1RV,i WITH EEULSIdN PRIOR 1/4' REVEAL `([ J J r X °1 d _ ll G/ Y i i•'� EM PANTIE SAFE A7 OTHER LOT 9O /_ ormAwcE C%ISIIN( NIi /n ".. °. tw' 7-17-96 RINSED PMgVO LAYOUT ADDED EASE 10 LOT TI ABR OTETH TREE PAR( Na RIM EIIjy� }q 1.J0 GREEN STRIP - _ O / JOHN IL DE9 OND J L N• vv(/IN 7 "/� ' Y " (VACANT) -_. _ OUT _f 77`_} � f 'T �7-3-96 R[NSED PER STAFF PEVEE/ ABR I[ ws nNG <P yJ - \..� 1G UTILITY EASEIENT Q '/� /6-16-96 RINSED POND OUTLET II6Y I ILV I((��.. ABR I(l�ll PVC IN 341 H5 \ ` ,�--� / / GIGO• 4lsraiplbn by 12 PVC I'T REVISIONS MATCH NEW 0" AND ENTRANCES MY ►LA16 IRm IEmnts Tnua or s Eno cusn6 EIRR AND mExux �. _/ DIET L Rea FOR M MARE TIO.11 tLE1G•: sxm ,ti f Y TIN( H t( 1 1RAHT'LANT OR _.------ a "' SDENAOE SLOPE `.AEALL H07 BE NIM LLEV = 4/20 J REPLACE LxtsTm .� GREATER THAN 6x SKETCH/CONCEPT Ir PY0 EP 34380 TREE I� / �TREE C] PRELIMINARY FINAL 3 NOTES: 'q f Ry DRIVE 0 RECORD DRAWING 1. PLAT 'GREEN PA TAICOI FROM TLE TIBEIMBION '"� LOT O EAST SHORE DRYWALL INC. PLAT Of 'GREEN TREE PARK, EN FROM ROAD, SUMMVISI Sj4 �. f • =.a BunAHG7W VERMONT By TRLDFL. OOHSULmR ENGINEERS >Y m, ..-96042 NCH. LAST REVISED 6/G/M. 1 011♦YII 1RFE PARK Na HRrxy jow x DESMOND E+mmurnota VAT #12 GREEN TREE PARK tns/oEL () GR.EGORY DRIVE, SOUTH BURLINGTON .i•/ RM'EtG TGr (J -- LEfiN<: `.,YFI..(5-.. ._ �•d APPLICANT & OWNER SITE PLAN ION t7LN. N6.M RIM EUV - 3,9.]3 [Z1 CJ C ►VO N - x1.26 0" PVC IN - 340.67 FAST 910fE DRYWALL NCH ABR HER CPVC N - x1.36 S" PVC IN - .74D.G0 , C/0 YMK ROGELEAU Dm LAL 6' ►YC pXFf . 3{1.26 K PVO OUR-'4O.S' 3BOUTIN �roUwlE4 VT 0"0J LLLHrF PROPOSED COMMERCIAL/ • GRAPHIC SCALE R -� CONNECTIONNRp� \ \ \ � �F F/if'^ INDUSTRIAL BUILDING 4-36-96 LOT LAMOMUWX. STONE do OIFARY (d Veer) PAUL MERGE45 yERR = ' "°• -` ConsWUns Rngineers Inc. 1 L•Hrl - Bo R (INDUSTRIAL)_,.r/ENYL1 i�� ♦� 14 MGF66 DrM na IJD 'JAJr�iiL� lA�,, Es►s(J )GE E-M500`,'152 BO•1 EodnssrerPlaanen-BurnrDe's 1 STATISTICS (1-17-96) BUILDING Uff RU Dm AREA / D&Wf[ S PAN" VAO I TOTAL VEHICLE YM D" fE'JJf "OUR 7w emm WAIFfm7ER 17ALLONS/OAY WAREHOLISE (EAST SHORE) 10.000 SF. 13 14 49 7 195 WAREIMSE (rURIRL) 3,333 SF. to 9 Is 3 60 LIGHT MANUFACTURING (NRNF) 3,333 S.F. to 11 13 3 too LNAIT MANUFAC.o FUTRE 3,J33 S.F. to 11 13 3 tp5 20,000 SF. 43 16 91 16 465 VAT COVERAGE (7-17-96) LAID UX AREA E Of TOTAL DRIVES A PAWING 331640 Sf (0,77 AC,) 4&0 x BUILDING XODO &F. (0.46 AG) 2S7 x TOTAL COVERAGE 53,610 ILF. (1.23 At-) 6S7 x OPEN SPACE 24.432 Sf. (0.56 AC.) 31.3 x TOTAL 77.972 SF. 1.79 ACL too x �WNIWI�B� SEE SHEET 3 _ LEGEND t � \ PROJECT BOUNDARY N SOUTH SUNlNFTDN T TYPICAL GRASS SWALE \ 90ELINE OF EASEMENT SEE SHLET /.3- THE CONTRACTOR SHALL NOTIFY 'DIGSAFE� AT + 1-800-225-4977 PRIOR TO ANY EXCAVATION. SIDELINE OF BUILDING SETBACK 15' STORY EASEMENT , IU LOT /tl � \ - --- � 340 EXISTING GROUND CONTOUR 7.5' 25 LF STONE DRAIMAGC COO ........... ....... FWISR GRADE CONTOUR DITCH AND STORY OUTFALL ® 5 SANITARY SEWER AND MANHOLE 12' FIND SECTN]M ELEV - 335. SO -- - W EXISTING WATERLINE AND GATEVALN: 4' UD OUT - 335.80 11 EXISTING STORM $EWER AND CATCHO PLANT LIST PROPOSED STORY SEWER AND CAM aj LINDE - - i 0 Jr!bKEY COMMON NAME BOTANICAL NAME QUANTITY SIZE AIRMAN" ,� \ \• i-25 LF GRASS SWALE CI�AIN LOCATION PLAN O RED OAK Ou-ru. r 6 a 1fi 1 1/2- 2• CAL B & B. FULL HEAD A EXISTING GAS LINE a NEW CATCFIBA9N \ tl' INV. ELEV - 335.9[}/T' / / EXISTING DRAINAGE SWAN N.T.S / O SEA GREEN L)NIFER ,Wn -, cA6,- - 14 2-3 GAL. Rw ELEV - 310.90 �._ _ - � .)3 / � / . . . 12•336.78 S PROPOSED DRAINAGE SWALE �`� eea mem 12' PE OUT - 336.76 \ \� i f S ] SUGAR MAPLE Acr ancF�orum 6 11/1- 2' CAL 0 & B, FULL HEAD i� EROSION GON IROL FENCE Op RED TWIG DOGWOOD Caruli ald 6 2-3 GAL. FULL --336 -D EXISTING TREF HAYBALE DAN O h * \ \\ \ JRANESE FLONERING CRAB Mdu. m 6 8-8 FT. B & S. FUIl HEAD y LIGHT yp .dx UPRIGHT GROWER 0. TYPICAL OVERHEAD DOOR ^l' /\ j \\ \\ / BUILDING MOUNTED LIGHT 9 3-4' • WHITE CEDAR IhPINK. 'Wit OR MIXED HIV-339.1lb"^"^�:�.1°!1e / NTH BUO ATE MOUNTED - _ r< ., p \ HOHT LOCATED ABOVE DOOR , � \\ \ LO M � PROJECT DATA T TRANSPLANT EXISTING TREE 3 TRANSPLANTED TREES 0 e; TYPICAL - PROVIDE A MVWNUM OF Sd \ \ as SMALL BE MAINTAINED 3J lK GRAVEL BASE -UNDER ALL \ W.(W...�lED: IC -MIXED COWIERGAL AND INDUSTRIAL DRIVES AND THICK N 5J GR •,' .� . HEALTHY ON REPLACED _BIX[NNG WITH 2' 71ICK INSULATION \ \ \ IIRIIHU4 LOT SIZE: 40.000 S.F. (LOT 12 - 77,972 S.F) •.: \. O NTH TREE OF EQUAL UNDER PAVEMENT. ALSO PROVIDE(PIE - 343.6 OR LABOR SIZE EXPANSION CN JOINTS AT S FT OFF \\ \ MINNUY FRONTAGE: 120 FEET \ X PERIMETER OF NwDNG. \ SIDE YARD: S: IS FEET X \ 0 6 1998 FRONT YARD: 40 FEET \ ��,999I""EEE \\\ REAR YARD 30 FEET \NN, \ NOTE NO NOR E THAN ]OR THE FRONT YARD MAY BE FOR ING MUM SED NIM ELEV m 33940 LOT 11 { r` ��; 5a ... ._-- _ \ \\\ \ ' ®� �' '� -FUtVT wF OBE OONTINUOU STpa.oTRAVVERrtYD a&LBYY DRIVI nV. N 330 80 `U .., �• MUST BE YNNTAINED ALONG THE STREET R.O.W. 9' \ 12PVCIN-334.71 \ SO,Iurl'n Jr �� GREEN TREE PARK INC. - \ \\ Oy \\ 12' PVC OUT - 33459 JOIN K. DESMO• M. 6 _ Q• AREA OF DRIVES/TARKING W m. AREA OF FRONT YARD - 17,543 S.F. (VACANT) \ d" TYPICAL 9' X O IB' }0 < 5� \\n \\ FRONT YARD - 4,019 S.F. (22.9 1L) PAWING SPACE \ \ `� C.0 } \ \ WATER CONNECT TO EXISTING MUNICIPAL wV.340.oD y \.� EAST 910RC DRYWALL INC .n \ \\ 6' D.I. WA1FlT SERVICE STUB \ \ 1000D S.F. OUTER: CONNECT 70 EXISTING YUINCWAL 4 I GRAVITY COLLECTION SYSTEM N{I./2 STORY: ON -SITE TREATMENT AND CONNECTION TO YUWCI 340-- _ �3\ % \\\\ /� \ / STORYWATER COLLECTION SYSTEM 31 / �. to �,P. \ \',\\ '�Ls• sAWTRr SEVER \\ FMIII.�DiV' iMEe \\ % , / / / k� (E xlsnrtG ce /7 ��' \w EASNIEMT TO LOT BIT / F \\ ' \\ LEASE AREA Q Rib! ELEI ..3514 a \\ 3.333 81. 1 PVC OUT = 31114 b \R \\�\ D l \ + / (9) 8'x8'%6•- 01 8' F) WOITD , 312 --- \\ -- - ---- - �� 3'-B' 11N 1' o �!'� VA A \ C. . 3@.M - _ e nuuFEn A�rouNo TOP of V �� \v $. ' LEAsr AREA OO \\ O "" � . c?;✓, R� B 12 PE END i 1 A SECTION - 3Q. 0 _ `- + \J \ 8• WEEP STATISTICS BUILDING USE MAAMQ AREA / EIVILpYFE$ PARKING !ACES TOTAL VE1w3E 1MP ENOB PEAK HOUR W SP ENDS WASTEWATER GALLONS/DAY WAREHOUSE (EAST SHORE) 10.000 S.F. 13 14 49 7 195 WAREHOUSE (FUTURE) 3.333 S.F. 4 5 16 3 60 LIGHT MANUFACTURING (FUTURE) 3.333 S.F. 7 8 13 3 105 LIGHT MANUFACTURING (FUTURE) 1.333 B.F. 7 B 13 3 105 20,000 S.F. 31 35 (36 SHOWN) 91 18 05 LOT COVERAGE LAID UK AREA X GF TOTAL DRIVES & PARKING 32,950 ST (0.78 AC.) 42.3 21 BUILDING 20,0DO S.F. (0.48 AC.) 25.7 X TOTAL COVERAGE 521950 S.F. (1.22 AC) 611.0 ■ OPEN SPACE 25,022 SF (0.57 AC.) 32D X TOTAL 77.972 S.F. 1.79 AC. 100 E a \ \ SEE SHEET LEAS[ AREA @ �-" 11 3.333 S.F. - ' \< 0-(- C. r �n ' v - 341 D AA \ +M ♦ ; \5 <A A �Q / / / R P �p r \ _ - 'IY PE END F T _ ? / z�s'ET.ovw�.�e \ •v ti APPROVED BY TMaunoN a THE PLANNING NEW CB�\ /jIOM EXISTING .! COMMISSION OF E CITY OF SW BURRING ON, ..141.7U / SEVEN WILWIG S \ EXTEND EENCE Srt'E F / / +r / VERMOSUMT TO THE REQUIREMENTS RO ION \ � {' U.D. W - 339.50 \ /� . DETAIL S11LET,DS \ ` i CON017MS OF SAID RESOLU710N. SIGNED \/j�' TWS_DAY OF 1NM BY C.O. y � N . 3a.e] \ 4 � � CLEItlL DR CNARMAN NEW OB a Rw . 34100 .VAI� q'�� i9 u-" 12• P.E. OUT-- 34P. '/ 0 �IIT EDGE PAVEMENT BACK wv . 339.80 -s / // s REMOVE EXISiWC CURBING \ �. � p � o J �\ AMC) REFACE N1N NEW / �\ �� �• I O .. 346 J uK /s �!�. A MINIMUM OF 12'. CLEAR AND \ 1/DEPRE CURB WITH G" r�� TREAT NTH E SAMEAT RIOR OOTHER LU S G _ _ _ ._ _ J �--��_ _ x ... �. - i O. ENTRANCE Jj 9 i \ Ex1S7ING SI/H MB \ a5 14 i d GREEN TREE PARK INC. � RIM ELEy' = 34].30 �� OWEN STRIP S T 7-3-96 RENSEO PER STAFF RENEW AHR JOHN K. DESMOND .R. a (VACANT) __. __.__- tl PVC OUT = 341.75 `.� �'\� 10' UTILITY LASIUIEN7 6-IB-06 REVISED POND OUTLET ABN Exl 11N LB X3 �� 9' ti n �� / y dote deacriptl- by RIM LIF V= 34b.11 L) P c In- 34I n5 \; / �, - s _ \ , �. _ _�� / py\ / _ REVISIONS I2" PVC OUT _. 341 be / /¢ �_. �_-���%' TYPICAL AT BOTH / ENTRANCES MATCH NEW CURB AND SIDEWALK THEY NRS WITH LATEST MVISIOIS 900 I D INTO EXISTING ORB AND 9DEWALK ONLY BE USED FOR ME PURPOSE SHOWN BELOW: SHEETS ExISTINC B /3 �` ,.,\ TRANSPLANT OR _ _ T yGREATER THAN BE ALL NOT BE M SKETCH/CONCEPT RIM ELEV 31720 REPLACE ENSTNG 12' PVC OUI = 3403110 i TREE S-- o__Pvr -� / (] PRELIMINARY GREGO - / �v FINAL 3 NOTES: / y� V /77z\,p� /ate, j DRIVE / -� w rI RECORD DRAWING 'W LOT pro) rn AK 1. BOUNDARY WF UNMAIIOV IEN TROY IHL SLR %INOw y F 2 PLAT OF 'GREEN TREE PARK', SHUNPIKE ROAD, SOUTH 7 4 LOT EAST SHORE DRYWALL INC. 9eo4z INNC,LLAST REVISED 8/9/811.BY DELL CON$TATWG ENGINEERS GREENTREE PARK CL JOHN K. OESYd1D IN HLS/U / / ` N • APPLICANT (RESOLUTIONS INC.) LOT #12 GREEN TREE PARK GREGORY DRIVE, SOUTH BURLINGTON -Sign C/MARK ROGIEULEAU ¢ �- EAST SHORE pRYINC. ABR L FASTIN0 'V ELE SW/7 FXIi DNf. S11H y5 11 BEARD D0K RIM RW ELEV - 34B.98 RIN ELEV 319.33 �\ \ SOUTH BURLWGTFw, VT 054U3 SITE PLAN ABR A• PVC IN - 341.28 tl" PVC M = J4D.E/ w HEW 6' PVC IN- 341.38 8 PVC IN 340.60 B' PVC OUT - 311.28 a• Pvc out . 3ao.53 \ OWNER LAL GRAPHIC SCALE / EEEDE� � 0/2 \ \ \ ,,BI�� PROPOSED COMMERCIAL/ /� ROBERT V WILLIS �� INDUSTRIAL BUILDING EXISTING MANHOLE 135 SHUNPIKE ROAD �\ A �O i 4-30 Ax ( IN FEET ) i IBnh - 20 EL SOUTH BURLINGTOIN, VT 05495 ,,v �a<ds LOT 0 -: A N,. := I.AIIOUREUX, STONE & O'LEARY .20 EA - 1 4sN A COUBBBIting Knginears Inc. PAUL MERGENS y! �� WY SE" -fir 14 MIl90 DfIV6 n0. (INDUSTRIAL) I WW �i✓✓ 1 �, �� Essex 8Junction, VT 5452 878-4450 ///'IERBNE Engineers -Planners -Surveyors 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 #) FyFcor",sy7' LL C - /& GrEc� �Z7- So, [�c�iCL. ,?.1�.t VT P' Y (BOZ) 8G o-Gv-& G 2) APPLICANT (Name, mailing address, phone and fax #) 5-A-v e A s A 6 o VE 3) CONTACT PERSON (Name, mailing address, phone and fax #) i ,4,+ k T—,?oc;4/El6" 63 V/g,sf SXA/z e —0J So. AFt?cD V-f, osv& 6 4) PROJECT STREET ADDRESS: Ste. 13 c.r, L , A,C;-`ory V�. a.5-4/03 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION a) Existing Uses on Pro/perry (including description and size of each separate use) b) Proposed Uses (include description and size of each new use and existing uses to remain) 5714"r c) Total building square footage (proposed buildings and existing buildings to remain) _ Z U, o n S F — NO L-5 / A*4t— �.oeC),P o Z-Ccl d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 2 z o " / /47,:�oorc w/ 1(1EZe dV"-,VE e) Number of residential units (if applicable, new units and existing units to remain) A/M f) Number of employees (existing and proposed): 3 / �XlS�inrcJ E.v�LuyF_EJ 1/ 3 P P6-360/ u f"o 2 A L (. T6'*�qN7� u g) Other (list any other information pertinent to this application not specifically requested above): 444,4 c 1!c � i s ro r 14 cld t - f v P, ) cP i P24r`1(- r n-o SDLIC 5S oNL 7) LOT COVERAGE a) Building: Existing zS. 7 % Proposed ZS. '? % b) Overall (building, parking, outside storage, etc) Existing 6d % Proposed 68, -2 % c) Front yard (along each street) Existing 3 1 % Proposed -3 Z__ % 8) COST ESTIMATES a) Building: $ N/A b) Landscaping: $ N114 c) Other site improvements (please list with cost): /1 17 iyy o -7- PA 0AC 4;S GNCc 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out): b) A.M. Peak hour (in and out): c) P.M. Peak hour (In and out): 10) PEAK HOURS OF OPERATION: 7 A/-/ — 7 Pt,/ 11) PEAK DAYS OF OPERATION: CIAS�s 12) ESTIMATED PROJECT COMPLETION DATE: Co!!:44z84F E)(cepy //rvE S±i.oiivcJ 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. SI,9jdATURE OF APPLICANT SIGNATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Planning Commission City Planner I have reviewed this site plan application and find it to be- LL-J Complete ❑ Incomplete City Planner or Designee (Apfrmsp) Date EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. • Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) • Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping • Existing and proposed curb cuts, pavement, walkways • Zoning boundaries • Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements • Lot coverage information: Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) • Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE New Application $ 50.00 Amendment $ 25.00 (Apfrmsp) a No Text `OS� � - S � x Ca6 7-: A <5-5 L� JOY DF,4 T:_ 0, 7vo 10. ------------------- FORM NR-1 COMPUTATION OF TOTAL NON-RESIDENTIAL IMPACT FEES PROJECT DATA: (1) "EFFECTIVE DATE" FOR TAX CREDITS: (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (3) ESTIMATED PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (From current tax assessment) vph 77, , / 7(7 units (4) TOTAL FLOOR AREA AFTER CONSTRUCTION s.f. (5) TYPE OF USE (6) TYPE OF CONSTRUCTION IMPACT FEES: (7) TOTAL ROAD IMPACT FEE (From Form NR-2) � J_ c// $ �p FORM NR-2 COMPUTATION OF ROAD IMPACT FEES (1) BASE ROAD IMPACT FEE RATE PER PEAK HOUR VEHICLE TRIP END (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (From form NR-1) (3) BASE ROAD IMPACT FEE (1) x (2) (4) PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (from line (3) of Form NR-1) _ (5) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE (From Table ST-3) $ (6) CREDIT FOR PAST TAX PAYMENTS (4) x (5) $ 221.72 / vte units unit S vte (7) POST -CONSTRUCTION VALUE IN UNITS OF $1,000 ( From line ( 8 ) on Form NR-3 ) (�� �. /, units (8) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE (From Table ST-4) $ / unit (9) CREDIT FOR FUTURE TAX PAYMENTS $ (7) X (8) (10) TOTAL ROAD IMPACT FEE / (3) - (6) _ (9) FORM NR-3 ESTIMATION OF POST CONSTRUCTION VALUE (1) TYPE OF USE (From line (5) on form NR-1) (2) TYPE OF CONSTRUCTION (from line (6) on Form NR-1 (3) TOTAL FLOOR AREA (From line (4) on Form NR-1) (4) ESTIMATED IMPROVEMENT VALUE PER SQUARE FOOT (From Table ST-5) (5) ESTIMATED VALUE OF IMPROVEMENTS (3) x (4) (6) LAND VALUE (From current tax records) (7) ESTIMATED POST -CONSTRUCTION VALUE (5) + (6) (8) ESTIMATED POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (7) / $1,000 "4, !( ',2 �� Lei , �- 1 s . f . $ 2i87 / s . f . units City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 October 9, 1997 Mark J. Rocheleau East Shore Drywall, Inc. 16 Gregory Drive South Burlington, Vermont 05403 Re: Uses & Landscaping Dear Mr. Rocheleau: ZONING ADMINISTRATOR 658.7958 This is in response to your letter of October 2, 1997 requesting approval for your two (2) new tenants Pycon, Inc. and N.C.S. Health Care, Inc. Based on the information contained in the letter, we administratively approve these tenants. In response to your letter of October 6, 1997 to substitute a different tree for the approved Red Oak trees, we recommend that you plant 15 Austrian Pine trees 6 - 7 feet in height. If you have any questions, please give me a call. Since ely, //` 14� . R ymo d J. Belair, Zoning and Planning Assistant RJB/mcp No Text E.S. D.I. EAST SHORE DRYWALL INC. 16 Gregory Drive • South Burlington, VT 05403-604.6 (802) 860-5040 • Fax (802) 860-6026 , October 6, 1997 �� r Mr. Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street"` South Burlington, Vermont 05403 Re: East Shore Drywall, Inc. / 16 Gregory Drive facility Dear Ray; I am enclosing for your review and comment, recent communication from our landscape contractor. As you can see, they are unable to provide the plantings which were specified on our plan. Since I feel that they have made an honest attempt at obtaining the specified plantings, I feel that it is in the interest of all parties that an alternate planting be selected and put in place so that we can wrap up this portion of the project. My personal preference would be an evergreen such as Colorado Blue Spruce or Austrian Pine as they would provide an excellent screen as well as act as a windbreak, keeping snow from drifting back onto the paved area during the winter months. However, I am agreeable to installing any species the City of South Burlington would prefer so long as it is within reason from a cost standpoint. Your insights on this matter would be greatly appreciated. With regard to completion of the paving and line stripping, we are currently attempting to contract with another paving contractor to complete this work. As you know, R.J. Colton was to complete their work this summer but have since gone out of business. I will keep you informed of our progress. Our sign has been completed and installed and the temporary sign has been removed as we discussed.. Though the new sign meets the criteria of the City specifications, it is not what was originally planned. I am therefore sending you photographs of both the sign pylon at the roadside as well as the lettering at the building front gable end for your review and approval. Finally, I had hoped to install additional landscaping around the site and in particular at the building perimeter and front drive entry and was wondering if I will have to go back to planning to get approval for additional plantings. Though the front of the building has been planted as specified on the plans, I feel that it looks a little barren and would like to add some evergreens and flowering plants at some point. Your insights would be appreciated. Metal Framing I Drywall I Insulation Systems I SunspeffndeJ Acoustical Ceilings In closing, I wish to extend my thanks for your patience and all your help during this process. Without your knowledge of procedure and the permit process in general, I have serious doubts if we could have gotten through this endeavor. Thank you again. Very truly yours, EAST SHORE DRYWALL, INC. arc "oc eau, res. cc: file encl pgki 3E 0i Heartwood Landscape Designing and Maintenance 879-4425 East Shore Drywall Green Tree Drivt Williston, Vermont 05495 TO: Mark Rosheleau Dear Mark, October 3, 1997 We will be installing the six sugar maple at ycl'r property, sometime this month. We should be able to dig these in about two weeks. We have been continuing our search for tit sixteen red oaks and there are none to be found. We can provide sugar maple or nc,•-, ay maples as replacements. Red oaks are very difficult to cultivate in the landscape and rhe`..- char_,,es for long term survival on a commercial site are slim. Not -way maple is a very tough tree and would survive and develope into a good shade tree. T rn sorry for the inconvenience. Occasionally : plant item is specified that is rare or unavailable. Such is the case with these sjwdl reti oaks. we have checked suppliers from several different states - all summer, to no avail. Please let us know if we can finish your pla, 4irq with the maples so we can reserve them right away. Sincerely 2 �1ark Curtiss Joye N. Curtiss Heartwood Landscape Designing and Maintenan-ce 879-4425 July 10, 1997 To: Bast Shore DD-wall Inc 16 Gregory Drive So. Burlington, Vermont 05403 Ann. Mark Rocheleau From: Joye N. Curtiss Mark, We can find no shade tree options at this time. However, we could offer the evergreen trees now {list below) in place of the sixteen Red Oak, then ,N e would have only six sug ar maple outstanding until Fall. If you prefer the evergreens, I would be happy to confir_n your choice with Lamoureux or the town as the evergreens will perform better in the long run, (For some reason the Red Oak is difficult to establish). Also, with any trees that cannot be 'installed until the Fall - is it helpful if we show the smallest recisonahle value on them? If your would like the evergreens we can do these now. Thank you. Sinc 60ye u iss — -� Austrian Pine !"I ;fled Pine 5-6' Green or Blue Spruce 3-4' Norway Spruce 4-5' rneartwooa LandsC4 e Designing and Maintenance 879-4425 Wober 21, 1997 TO: East Shore DrywaU Inc. ATTN: Mark Rocheleau Dear Mark, I have located the Austrian Pine (in leiu of the red oaks). The grower suggests that spring digging of these trees is more favorable than digging in October. In light of his advise and our two year guarantee, we prefer to install these in the spring so as to avoid tree loss. (We would still install the sugar maples this fall.). If you prefer we install them this fall, we would make every eflori to ensure their survival i.e, mulch deeply, water in November, but we would not want to be. bound to the guarantee. Please let us know your preference. Thank you, 6;;;t�29 3 Mark Curtiss Joye N_ Curtiss Post -it` Fax Notc -/6/1 CoJDept. Phone a Fax _.. _ f, of Pages From�%Ad� Co. I-Ar7` Sf,(ycr Phone a 86U Sumo Faxa8Gy_60LGS __..._.._.. C Z E T A41t' I —IV o w Wl(/ c// Vdky 6 q W e,,< L tf y o Ovv -7'11� .s / _S s C-e4LV, E.S.D.I. EAST SNORE DRYWALL INC. 16 Gregory Drive • South Burlington, VT 05403-6046 (802) 860-5040 • Fax (802) 860-6026 October 2, 1997 Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vt. 05403 Re: 16 Gregory Drive Facility Administrative Approval / Lease Space Dear Mr. Weith; Per condition of our approval by the South Burlington Planning Commission, this letter is to advise you that we have potentially leased the remaining 10,000 square foot area of our facility and are seeking administrative approval for both potential tenants. Following is a brief description of each potential lessee. PYCON, INC. Pycon, Inc. is a small testing and manufacturing company involved in producing equipment to test microelectronics for circuitry integrity. I understand that they contract with I.B.M., Intel Corp. and other related industries to physically test microprocessors and other computer related electronics as well. Pycon, Inc. will occupy 5_ 000 square feet of our facility. They currently employ 6 permanent off site employees who are assigned to the I.B.M. facility in Essex Jet. and 10 on site employees. Parking will be adjacent to there unit and is adequate for the number of on site employees. Since the products used are relatively small, no large trucks will be delivering product to this company. Rather, product deliveries and shipments are made via UPS or other similar shipping companies. No rear overhead doors will be required to ship and/or receive product or materials. This particular firm falls under the Light Manufacturing designation for which we have received approval from the City of South Burlington. Metal Framing I Drywall I Insulation Systems I Sunsponaed Acoustical Ceilings N.C.S. HEALTH CARE, INC. N.C.S. Health Care, Inc. is a pharmaceutical warehousing and wholesale company involved in providing pharmaceuticals to nursing homes, hospitals and large healt care organizations. They will occupy the remaining 5,000 square feet of our facility. Again, product receiving and delivery is accomplished via small delivery vehicles. No overhead doors will be required for this firm and no large vehicle deliveries are anticipated. N.C.S. Health Care, Inc. employs 11 on site employees, including delivery personnel. Parking will be adjacent to their unit and is adequate for the number of employees working at this site. This particular firm falls under the Warehouse / Wholesale Business designation for which we have received approval from the City of South Burlington. Thank you for your time and attention to this matter. Should you require additional information or if I may be of further assistance to you, please do not hesitate to contact me. Very truly yours, EAST SHORE DR ALL, INC. By: Mark . Rocheleau, President cc: file City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 6$8-7965 September 12, 1996 Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Manufacturing/Warehouse Building, 16 Gregory Drive Dear Mr. Rowe: ED ZONING ADMINISTRATOR 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 23, 1996. 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 JW/mcp 1 Encl giv me a call. Sin ere 3 f , I Jo Weith, City Planner 10/01/1997 10:06 802-87' .35 LAMOUREUX STq 7LEA PAGE 03/05 FINDINGS OF FACT & DECISION -- STATE OF VERMONT COUNTY OF CHITTENDEN CITY OF SOUTH BURLINGTON Re: Findings of Fact, application of East Shore Drywall, Inc. for construction of a 20,000 square foot building for multiple industrial uses (10,000 square feet for warehouse & wholesale business, 3333 square feet for warehouse and 6666 square feet for light manufacturing) , 16 Greogry Drive. On the 23rd day of July, 1996, the South Burlington Planning Commission approved the request of East Shore Drywall, Inc. for site plan review under Section 26.10 of the South Burlington Zoning Regulations based on the following findings: 1. This project consists of the construction of a 20,000 square foot building for multiple industrial uses (10,000 square feet for warehousing & wholesale business, 3333 square feet for warehouse and 6,666 square feet for light manufacturing use) . The ZBA on 6/24/96 granted the applicant a conditional use permit subject to the condition that the tenants be administratively approved. 2. This property located at 16 Gregory Drive (lot #12) lies within the IC District. It is bounded on the north and west by Gregory Drive, on the east by an undeveloped lot and on the south by a storage/distribution business. 3. Access / circulation: Access is proposed to be via two (2) 30' ingress and egress curb cuts on Gregory Drive. Section 26.103(a) of the zoning regulations states that -- "unless specifically approved by the Planning Commission there shall be a maximum of one driveway per lot accessing a public street." Circulation on the site is adequate. 4. Coverage/setbacks:_ Building coverage is 25.7% (maximum allowed is 70%). Overall coverage is 68% (maximum allowed is 70%) . Front yard coverage is 22.9% (maximum allowed is 30%) . Setback requirements are being met. 5. Parking: A total of 22 parking spaces are required and 38 spaces including two (2) handicapped spaces will be provided. A bike rack will be provided as required. 6. Sewer: The sewer allocation requested is 465 gpd. The applicant will be required to pay the per gallon, fee prior to permit issuance. 7. Landscaping_ The minimum landscaping requirement, based on 'building costs, is $4820 which is being met. Proposed plantings will include Red Oak, Juniper, Sugar Maple, Dogwood and Crabapple. The applicant is proposing to relocate three (3) existing street trees with an estimated value of $2250. The landscape bond should include the cost of the new site landscaping and the value of the relocated trees for a total of $7070. 1 10/01,11997 10:06 02-878-31_5 LAMOUIPE_CX STONE OLE"- FA-G F14/05 1 I 8. Traffic: ITE estimates that the proposed uses will generate 15 vehicle trip ends (vte's) during the P.M. peak hour. The applicant was made aware that the road impact fee will be approximately $2800. 9. Dumpster: A screened dumpster area will be provided. 10. Lighting: Exterior lighting will consist of the following: __- nine (9) 70 watt high pressure sodium lamps mounted on the building with downcasting and shielded fixtures. --, two (2) 70 watt high pressure sodium lamps mounted on 20 foot poles. 11. Sidewalk: There is an existing sidewalk along Gregory Drive. DECISION & CONDITIONS Based on the above Findings of Fact, the South Burlington Planning Commission approves the site plan application of East Shore Drywall, Inc. for construction of a 20,000 square foot building for multiple industrial uses (10,000 square feet for warehouse & wholesale business, 3333 square feet for warehouse and 6666 square feet for light manufacturing), 16 Gregory Drive, as depicted on a three (3) page set of plans, page one (1) entitled "East Shore Drywall, Inc. Lot #12 Green Tree Park �.........�....�.y ...�, ... ........ ... ...- ._.,.....�J Consulting Engineers, Inc.," dated 4/30/96, last revised 7/3/96, 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), the Planning Commission approves two (2) driveways accessing Gregory Drive. It is the Commission's opinion that due to the shape of the lot, and the size and uses of the building, two (2) driveways would better serve the property. 3. Prior to issuance of a zoning permit, the applicant shall post a $7070 landscape bond ($4820 for site landscaping and $2250 for relocated street trees) . The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 4. The Planning Commission grants a se.wer allocation of 465 gpd. The applicant shall pay the per gallon fee prior to issuance of a permit. 5. All new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any changes in lighting shall be approved by the City Planner prior to installation. 6. For purposes of calculating road impact fees under the South Burlington impact fee ordinance, the Planning Commission estimates that the proposed use will generate 15 vehicle trip ends during the P.M. peak hour. 7. The applicant shall obtain a zoning permit within six (6) months pursuant to 2 10/01I1997 10:06 602-27$-( 5 LAMOUREUX STONr 'EA PAGE 05/05 Section 27.302 of the zoning regulations or this approval is null and void. 8. The applicant shall obtain a Certificate of Occupancy/ Compliance from the Administrative Officer prior to occupancy of the new building. 9. Any change to the site plan shall require approval by the South Burlington Planning Commission. 10. Based on the expressed representation of the applicant, there shall be no outside storage or display of material or merchandise. Chairman or Clerk South Burlington Planning Commisison r Date 3 rr�irli�� ACCESSORIES REFER TO ACCESSORY INDEX 10.44ATCH ACCESSORY WITH PiaOOUCT ILLUSTRATIONS SHOWN ARE TYPICAL REPRESENTATIONS. SCREW t1A-2o) • PTTA-S-SGL Dark Bronze —Single luminaire —� • PTTA-9-090 POLEe�TQOP AOAPrE� - Dark Bronze —Douulo at 90' niur _ - 1 PLATE • PTTA-S-DISO 12tao n Dark Bronze —Triple at 1800 • PTTA-S.T90 Dark Bronze—Triplo at 90" • PTTA-8-090 �t02 r"— Dark Bronze —Quad at 90" NOTE: Utilizes standard Decashieldr. III luminalre mounting arms with diagonal hole pattern. For SPMM )role pattern add "SPM" to end of ordering ntjinner shills lf, :fall►'if r1�V:1►�IJl�Il+'iill�� • LVS-DMA For use with Dimen sion°A (except UMS) and Ovuoshield'.b 100r, luminaires only. LVS-OS 1400 watt Max.) • LVS-SP + LVS-V2FWP • LVS-W401001 General Duty Cannot use with Top Visor (TVAL-Vt140L. TVDB-W40L, TVGR-W40L) • LVS-W4011.002 LVS WM40L0n' Heavy Duty LVS-WM40L00' Cannot use with Top Visor (TVAL-W40L• TVDB-W40L, TVGR-W40L) • LVS-WM4 • LVS-WM7 1' l May be used with Top and Side visor (TSVDS-WM7) or Wire Guard (WG.WM7) QUNA FULL F • 5:19Ew(iA 201 Slack, for 3.5 to 4.5 i„ch (69 to 114rnw) OD pulus e RPADB•DS Dark Sron_za, for 3.5 to 4.5,inch (89 to 114min) 00 poles • APABL-SP Black, for 3 5 to 4.5-Inch (89 to 11 sm n) 00 pe-les • RPADO-SP Dark Sron!a, for 3 j'o 4.5.,,,; ; '.89 t,� 1' 1:,,,t,} OD poles J ' ( • SCCL-PECTL M Trocontsrk of General E-ieCIrk Comr;ny NeOinraroe+ Trademark of General 8100t+ic Cwauerly Oors sab;'ect to ChROQ6 N-1rh0ur ncrtce nvtssa+aft WASHEA4 4Wnln SQ (102mm^ad) { 11 i MWNTINOA STU03 BET scnEWB POLE:TOPTENON 2.'I7� kr. OG MAX„ somm 00 MAX.) �• 4/ (dli 9y / , LVS 0S LV -WM7' v NUT617�+ei rr .. NUP PLATE --a I,�.f'—ROUNDPOLEAMPTER wall vac_I� al so (T C2-- Co 6 3 � 6 EAST SHORE DRYWALL,1N(:. 16 Gregory Drive South Burlington, Vt. 05403 W'. (802) 000-3040 Fax: (802) 860-6026 FAX COVYK TO: Mr. Joe Wyath FROM: Mark J. Rocheleau RE: New East Shore Drywall, Inc Facility / Building light., MESSEG) : Ray Belaire has asked that 1 send you a cut sheet of the lighting affixed to our newly constructed building at the above address. Civil engineering plans as approved note different light configuaration and intensity. However, the attached have been installed by mistake but do in fact match the standard of Green Tree Park. Please advise if these will be acceptable, Thank you, -1.�yi 11 1'I CFLl/S, t 11 WALLMOUIUr 400 LUMINAIRE _ 0.312-in. (8rnm) DIA MOUNTING HOLES (3 P4AM) 15,56-In. - (395.2mm) 7.78-In. j� 12,�0•in. (197.6m1n}'�`�� i 9.80•in. • (177.Dmmjl (248.9mm i (490.2mm) ! t_ D.5-h i H-READF.D CONDUIT ENTRANCE `(4 PLACES.1 TOP,1 5t;CK, 1 EACH SIDE) AN MMghi soWees ere unlass otherwise Indica4d. Photometric Curve App,ox:-ate Net W9lght 25-401DS (11.18 kgs) Wectape Soures _ Number 35.17 i uggeited Mlvunting Haight 8.20 f (2•v M) 6319 8311 250 0316 400 MH 1317 460 MH {Meta') 6318 � ...._ See Page 262 for start of Accessories M Tmovm#A or Can•rol Et•etrt :tee Pany opt,► sur/Kr t• eh.rrp► wlMovt ..atre� City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 May 6, 1997 Mark Rocheleau East Shore Drywall, Inc. 16 Gregory Drive South Burlington, Vermont 05403 Re: Certificate of Occupancy Dear Mr. Rocheleau: ZONING ADMINISTRATOR 658-7958 Enclosed is your temporary Certificate of Occupancy for your building at 16 Gregory Drive which will expire on 7/1/97. Prior to the expiration date of 7/l/97 you must complete the following improvements: 1. Install all landscaping and seed all grassed areas. 2. Install bike rack. 3. Install screening around dumpster storage area. 4. Replace the building mounted lights with the approved type or obtain approval from the City Planner for the type installed. If you have any questions, please give me a call. Sincerely, ALe Raymond J. Belair, Zoning and Planning Assistant RJB/mcp 1 Encl EAST SHORE DRYWALL INC. 14 Berard Drive • South Burlington, VT 05403-5809 (802) 860-5040 • Fax (802) 860-6026 FEE COMPUTATION FOR EAST SHORE DRYWALL, INC. FACILITY LOT # 12 GREGORY DRIVE SO. BURLINGTON VT ZONING PERMIT (20,000 s/f @ .10/sf): $2,000.00 WASTE WATER (465 gal. @ 2.50/gal): $1,162.50 SIC: $2,773.71 ESCROW AGREEMENT (attached): TOTAL DUE MUNICIPALITY: $5,936.21 Metal 11",➢°a marig I ]Dry -wall I Insulation L9ystvms I Suspo➢ dea Ai ooustiva l Cf"'iI➢➢)Cs City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 September 12, 1996 Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Manufacturing/Warehouse Building, 16 Gregory Drive Dear Mr. Rowe: ZONING ADMINISTRATOR 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 23, 1996. 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 JW/mcp 1 Encl giv me a call. Sin ere , Jo Weith, City Planner City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 August 27, 1996 Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Manufacturing/Warehouse Building, 16 Gregory Drive Dear Mr. Rowe: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the July 23, 1996 Planning Commission meeting minutes. 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 giv q me a call. e Weith, ty Planner JW/mcp 1 Encl FEZ' STATE OF VERMONT AGENCY OF TRANSPORTATION 133 State Street, Administration Building Montpelier, Vermont 05633-5001 August 23, 1996 Mr. Tyler Hart Trudell Consulting Engineers 14 Blair Park Road, P.O. Box 308 Williston, Vermont 05495 Subject: South Burlington, US 2/Gregory Drive Act 250 Application #4C0149 Dear Tyler - is'. � r We have completed a review of your traffic counts and check of signal warrants for the above -referenced project and offer the following comments. We strongly disagree with the procedure used to check for signal warrants at the intersection of Gregory Drive and US 2. For us to accurately check the need for a signal, we need a minimum of 10-hour turning movement count (showing all moves at the intersection). We are fairly confident that a signal at this location is not warranted since the PM Peak of the turning movement provided showed low volumes on the side streets that either do not, or just barely, meet certain signal warrants. Because traffic using Gregory Drive is commercially related, we assume other daytime hours would be lower. In addition to the above, the intersection is located on a fairly steep grade on US 2. It would be difficult for traffic heading eastbound to stop, especially in slippery winter conditions. because of this, a signal should not be considered at this location at the present time. If traffic increases in the future because of development in the park, they should be encouraged to exit via Shunpike Road rather than onto US 2. Sincerely,) Donald L. Allen Project Supervisor Utilities Section cc: Andrew Rowe, Lamoureux, Stone & O'Leary Joseph Weith, City of South Burlington Faith Ingulsrud, Assistant District Environmental Coordinator Telecommunications Relay Service 1-800-253-0191 Vermont is an Equal Opportunity Employer. PLANNING COMMISSION 23 JULY 1996 page 8 Store for Canoe Imports, 370 Dorset Street, S. Burlington, Vermont," prepared by William Gardner, Architect, dated 7/15/96, subject to the following stipulations: 1. All previous approvals and stipulations which are not super- seded by this approval shall remain in effect. 2. Prior to issuance of a zoning permit, the applicant shall post a $660 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. 3. All new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any changes in lighting shall be approved by the City Planner prior to installation. 4. For purposes of calculating road impact fees under the South Burlington impact fee ordinance, the Planning Commission estimates that the proposed use will generate 13.45 additional vehicle trip ends during the P.M. peak hour. 5. The fence proposed along San Remo Drive shall include an opening in front of the front door in order to provide more direct pedestrian access from the street. 6. 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. 7. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to occupancy of the converted building. 8. Any change to the site plan shall require approval by the South Burlington Planning Commission. 9. Based on the expressed representation of the applicant, there shall be no outside storage or display of merchandise. Mr. Teeson seconded. Motion passed unanimously. 7. Site plan applicatiion of East Shore Drywall, Inc, to con- struct a 20,000 sq. ft. building for multiple industrial uses (10,000 sq. ft. for warehous and wholesale business, 3333 sq. ft. for warehouse and 6666 sq. ft. for light manufacturing), 16 Gregory Drive: Mr. Roe identified the property as Lot 12 of Green Tree Park. Lot 11 is undeveloped. Lot 13 is the Grainger building. Half of PLANNING COMMISSION 23 July 1996 page 9 the proposed building will be for East Shore Drywall. The other areas will be leased. Tenants have not yet been secured. In issuing a conditional use permit, the Zoning Board required an administrative approval for each use. The building will be served by municipal sewer and water. They are requesting a second curb cut to facilitate better access especially for large trucks and also for safety. East Shore has only 4 or 5 people in the office. Most of their employees work on job sites. The applicant feels the parking is adequate. They will try to relocate and maintain whatever trees they can. There will be no outside storage; however, occasionally they may not be able to get an entire shipment inside until the next day. Mr. O'Rourke asked how much wholesale business they do. Mr. Rocheleau, the owner, said none at this time, but they hope to in the future. Mr. Crow moved the Planning Commission approve the site plan ap- plication of East Shore Drywall, Inc, for construction of a 20,000 sq. ft. building for multiple industrial uses (10,000 sq. ft. for warehouse & wholesale business, 3333 sq. ft. for warehouse and 6666 sq. ft. for light manufacturing), 16 Gregory Drive, as depicted on a three page set of plans, page one en- titled "East Shore Drywall, Inc, Lot #12 Green Tree Park Gregory Drive, South Burlington," prepared by Lamoureux, Stone & O'Leary Consulting Engineers, Inc," dated 4/30/96, last revised 7/3/96, with the following stipulations: 1. All previous approvals and stipulations which are not super- seded by this approval shall remain in effect. 2. Pursuant to Sectii2m, 26.103(a), the Planninq Commission approves two driveways accessing Gregory Drive. It is the Com- mission's opinion that due to the shape of the lot and the size and uses of the buildinq, two driveways would better serve the property. 3. Prior to issuance of a zoning permit, the applicant shall post a $7070 landscape bond ($4820 for site landscaping and $2250 for relocated street trees). The bond shall remain in effect for three vears to assure that the landscapinq takes root and has a ood chance of survivin PLANNING COMMISSION 23 JULY 1996 page 10 4. The Planning Commission grants a sewer allocation of 465 q d. The applicant shall pay the per gallon fee prior to issuance of a permit. 5. All new exterior lighting shall consist of downcastinq shielded fixtures so as not to cast light beyond the property line. ANy changes in lighting shall be approved by the City Planner prior to installation. 6. For purposes of calculating road impact fees under the South Burlington impact fee ordinance, the Planning Commission estimates that the proposed use with generate 15 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. 8. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to occupancy of the new building. 9. Any change to the site plan shall require approval by the South Burlington Planning Commission. 10. Based on the expressed representation of the applicant,there shall be no outside storage or display of materials or merchandise. Mr. Dinklage seconded. The motion then passed unanimously. As there was no further business to come before the Commission, the meeting was adjourned at 11:05 p.m. Cle k State of Vermont LAND USE PERMIT AMENDMENT CASE NO: 4C0149-11 APPLICANT: East Shore Drywall Inc. c/o Mark Rocheleau 14 Berard Drive South Burlington, VT 05403-5809 and Robert V. Willis 135 Shunpike Road Williston, VT 05495 LAWS/REGULATIONS INVOLVED 10 V.S.A., Chapter 151 (ACT 250) District Environmental Commission #4 hereby issues Land Use Permit Amendment #4C0149-11 , pursuant to the authority vested in it by 10 V.S.A., Chapter 151. This permit amendment applies to the lands identified in Book 257, Pages 361-363, of the land records of the City of South Burlington, Vermont, as the subject of a deed to Robert V. Willis, the "Permittees" as "Grantees". This permit specifically authorizes the Permittees to construct a 20,000 s.f. building for office, warehouse and light manufacturing uses on Lot 412, a 1.79 acre lot in Green Tree Park, a previously approved commercial/industrial subdivision on Gregory Drive in South Burlington, Vermont. 10,000 s.f of the building will be used by East Shore Drywall, Inc. and the remaining 10,000 s.f. will be leased to tenants. The project will be served by municipal water, wastewater and storm water collection facilities. The Permittees, and its assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: 1. All conditions of Land Use Permit #4C0149-11 and amendments are in full force and effect except as amended herein. 2. The project shall be completed, operated and maintained as set forth in accordance with the plans and exhibits stamped "Approved" and on file with the District Environmental Commission, and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the District Environmental Commission. 3. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit. 4. By acceptance of this permit, the Permittees agree 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. By acceptance of the conditions of this permit without appeal, the Permittees confirm and agree for themselves and all assigns and successors in interest that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Page 2 Land Use Permit #4C0149-11 Permittees and all assigns and successors in interest. 6. Prior to commencement of construction on any of the commercial or industrial lots, the Permittees and the lot purchaser or tenant shall file an amendment application as co -applicants and shall address each of the 10 criteria of Title 10, Section 6086 (a) (Act 250). 7. The project is approved for the following maximum impacts: 38 vehicle parking spaces 465 gallons per day of water and wastewater; 91 vehicle trips per day; 16 peak hour vehicle trips; This permit hereby incorporates all of the conditions of the water Supply and Wastewater Disposal Permit #WW-4-0978 issued on July 23, 1996 by the Regional Engineer, Division of Wastewater Management, Agency of Natural Resources. 9. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 10. The building approved herein is not approved for any manufacturing use or the on -site disposal, of any process wastes. The Permittees shall apply and receive approval for any change in the use of the buildings which involves the storage or handling of any regulated substances or the generation of hazardous wastes. 11. No floor drains are to be constructed which discharge underground on -site without the written approval of the District Commission and unless an Underground Injection Control Program Permit has been obtained. 12. The Permittees shall apply to the District Environmental Commission for approval for any change in the use of the building or land which would cause noxious or unhealthy emissions into the air or injection of toxic wastes into the soils. 13. The Permittees and all assigns and successors in interest shall install and maintain water conserving plumbing fixtures. The plumbing fixtures shall operate with the following specifications: (1) internal system water pressure of 50 psi maximum, (2) toilets with a maximum of 3.5 gallons per flush, (3) showerheads operating with a maximum of 3 gallons per minute and (4) faucets on sinks and lays shall operate at a maximum of 3 gallons per minute when/where new fixtures are being installed. An alternative water conservation plan may be presented to the Commission for approval before implementation. The approved alternative shall be implemented and maintained by the Permittees for the duration of the permit. 14. The Permittees shall comply with Exhibits #21 and #23 for erosion control. Hay bale dams and silt fences shall be installed as depicted on the plans prior to commencement of construction. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. From October 1 to April 15 of any calendar year, all disturbed areas of the construction site shall be mulched until final vegetative cover is established. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings Page 3 Land Use Permit #4C0149-11 and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 15. In addition to conformance with the requirements of with the erosion control conditions above, the Permittees shall not cause, permit, or allow the discharge of waste materials into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A., Chapter 47, Vermont's Water Pollution Control Law. 16. In conformance with condition #27 of Land Use Permit 94CO149-1, and based on evidence presented in Exhibits #32 and #34, the Commission is satisfied that no additional conditions are required with respect to Criterion 5. Condition #27 of the umbrella permit for Green Tree Park, requires a traffic study before development of the eighth lot at Green Tree Park, to determine if a traffic light at the Route 2/Gregory Drive intersection is warranted Based on evidence presented, no traffic light is warranted before this project (the eighth lot) is developed. The Commission reserves the option to request further information on this intersection prior to development of the last lot in Green Tree Park and to evaluate and impose additional conditions at that time, with respect to Criterion 5. 17. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #21 by replacing any dead or diseased plantings as soon as seasonably possible. 18. The installation of exterior light fixtures is limited to those approved in Exhibits #21, #23 and 35, and shall be mounted no higher than 20 feet above grade level. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 19. No exterior signs other than those approved in Exhibit #21 shall be installed without the prior written approval of the District Commission. 20. The Permittees and all successors and assigns shall comply with the energy conservation measures approved of by the Public Service Department as stated in Exhibit #36. Prior to ordering of equipment for the spaces to be leased, the Permittees shall submit information on the HVAC systems and interior lighting to the Department of Public Service and to the District Commission and obtain written approval from the Commission for the equipment. 21. The installation and/or use of electric resistance space heating is specifically prohibited without the prior written approval of the District Environmental Commission. 22. No further subdivision and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 23. All construction on this project must be completed by September 15, 1999. 24. Pursuant to 10 V.S.A. Section 6090(b) (effective June 21, 1994), this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. 25. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., Section 6090(b). Page 4 Land Use Permit #4C0149-11 Dated at Essex Junction, Vermont, this day of September, 1996. J C. Drake, Chairperson District #4 'Commission Commission members participating in this decision: Thomas D. Visser Susan Wheeler Any appeal of this decision must comply with all provisions of 10 V.S.A. §6089 and Environmental Board Rule 40 including the submission of the original and ten copies of the following: notice of appeal, a statement of why the appellant believes the commission was in error, a statement of the issues to be addressed in the appeal, a summary of the evidence that will be presented, a preliminary list of witnesses, decision and certificate of service. Decisions on minor applications may be appealed if a hearing was held by the district commission or timely requested by the appellant. EXHIBIT LIST FOR APPLICATION #4C0149-11 Page 1 E DATE E A = Applicant X R N T = Town H E T EC = Environmental Conservation I C E RPC = Regional Planning Commission B E R ANR = Agency of Natural Resources I I E AOT = Agency of Transportation T V D DPS = Department of Public Services E VDH = Vermont Department of Health N D B O. Y Nature of Exhibit and Date Entered 1 07/15/96 A Land Use Permit Application (07/03/96) 2 07/11/96 A Letter by Trudell Consulting Engineers, Inc. (07/09/96) 3 07/15/96 A Schedule A: Fee Information 4 if A Schedule E: Adjoiner Information 5 " A Schedule F: Certificate of Service (07/15/96) 6 A Schedule G: Notification to adjoining landowners from the applicant (07/11/96) 7 " A Project Location Maps 8 " A Schedule B: Act 250 Information 9 " A Letter by Lamoureux, Stone & O'Leary (07/12/96) 10 " A Letter by Lamoureux, Stone & O'Leary (06/20/96) 11 " A Hydrant Fire Flow Test 12 " A Soil Erosion and Sediment Control Worksheet 13 " A Letter by Agency of Environmental Conservation (10/06/87) with attached Final Discharge Permit #1-0546 14 " A Stormwater Computations 15 " A Vehicular Trip Generation Analysis 16 " A South Burlington Official Zoning Map 17 " A Proposed Sign Sketch 18 " A Letter by Green Mountain Power Corp. (07/03/96) 19 " A Letter by Vermont Gas (07/01/96) 20 " A Chittenden County Regional Planning Commission Land Use Maps EXHIBITS LIST FOR APPLICATION #4C0149-11 Page 2 21 07/15/96 A Plan: Site Plan, sht 1 (last rev. 07/03/96) 22 of A Plan: Road & Sanitary Sewer Details & Specifications, sht 2 (04/30/96) 23 if A Plan: Storm & Erosion Control Details, sht 3 (last rev. 07/03/96) 24 07/18/96 ANR Letter by Wastewater Management Division, ANR (07/16/96) 25 07/25/96 T Municipal Impact Questionnaire (07/24/96) 26 it ANR Document: Water Supply and Wastewater Disposal Permit #WW-4-0978 (07/23/96) 27 07/29/96 A Plan: Elevations 28 A Plan: Floor Plan, Al (07/96) 29 to A Plan: Details, A2 (07/96) 30 08/96 AOT Letter by Agency of Transportation (08/06/96) 31 08/08/96 A Letter by Lamoureux, Stone & O'Leary (08/06/96) with attached cummulative impacts 32 08/09/96 A Letter by Lamoureux, Stone & O'Leary (08/08/96) with attached intersection evaluation 33 08/15/96 ANR Document: Entry of Appearance and Pre -Hearing Comments, Agency of Natural Resources (08/13/96) 34 8/26/96 AOT Letter by Agency of Transportation re: signal not warranted (8/23/96) 35 8/29/96 A Lighting data submitted by A. Rowe (8/27/96) 36 8/30/96 DPS Memo by S. Slote, Dept. of Public Service (8/27/96) 4C014911.EX/mc CERTIFICATE OF SERVICE I hereby certify that I, Edie Bowen, Administrative Secretary for :the Environmental Board, sent a copy of the foregoing �.,an Use Permit ##4C0149-11, by U.S. Mail, postage paid on this day of September, 1996 to the following: PARTIES East Shore Drywall c/o Mark Rocheleau 14 Berard Drive South Burlington, VT 05403-5809 l Robert V. Willis 1 135 Shunpike Road Williston, VT 05495 ",Andrew Rowe/Lamoureux Stone 14 Morse Drive Essex Junction, VT 05452 Margaret Picard, City Clerk Chair, City Council :Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 !Chair, Selectboard Chair, Planning Commission Town of Williston 722 Williston Road Williston, VT 05495 & O'Leary Consulting Engineers Chittenden County Regional Planning Commission PO Box 108 'Essex Junction, VT 05453 Land Use Attorney/Agency of Natural Resources 103 South Main Street, 2 Center Waterbury, VT 05676 FOR YOUR INFORMATION District ##4 Environmental Commission John Drake, Chair/Thomas Visser/Susan Wheeler 111 West Street Essex Junction, VT 05452 Page 2 Certificate of Service #4CO149-11 Ernie Christianson, Regional Engineer Agency of Natural Resources 111 West Street Essex Junction, VT 05452 Donna Chandler 1VT Department of Health IIPO Box 70 11 1IBurlington, VT 05402 I{ ,'Dated at Essex Junction, V s i, t I CS4CO149/eb#2 E ie Bowen MR '-0 STATE OF VERMONT AGENCY OF NATURAL RESOURCES INTERAGENCY ACT 250 REVIEW COMMITTEE East Shore Drywall, Inc. ) DISTRICT ENVIRONMENTAL COMMISSION #4 APPLICATION #4C0149-11 August 13, 1996 ENTRY OF APPEARANCE Please enter the appearance of the Agency of Natural Resources, State of Vermont, by and through its attorney, Andrew Raubvogel, Esq. , in the above -captioned matter. PRE -HEARING COMMENTS Criterion l (B) - STORMWATER DISCHARGE Randy Bean, Environmental Engineer with the Wastewater Management Division, reports that this project meets the terms and conditions of Discharge Permit 1-0546. Criterion 5 - TRAFFIC Melissa Webster, Traffic Analysis Technician with the Agency of Transportation (AOT), requests the applicants to provide an updated traffic study for Gregory Drive and Williston Road to the AOT's Utilities Engineer who can be reached at 828-2653. Criteria 9(F) and 9Q) - ENERGY CONSERVATION and PUBLIC UTILITIES Stuart Slote, Demand -Side Management Specialist with the Department of Public Service (DIPS), has reviewed th..e application au finds there are sortie u►resolved energy efficiency issues which need to be addressed prior to the issuance of a permit. To assure that the proposed development reflects the best available technology for efficient use, generation, conservation and recovery of energy, the applicant should address the following measures: 1) Provide specifications for the energy management system and thermostats. The DPS recommends the installation of 7-day programmable thermostats. 2) Provide plans and specifications for interior lighting systems and controls, including lamp type, wattage, ballasts and watts per sq. ft. Application #4C0149-11 August 13, 1996 East Shore Drywall/Willis Page 2 3) Provide plans and specifications for HVAC systems, including AFUE (annual fuel utilization efficiency). 4) Provide plans and specifications for hot water heating systems, including E.F. (energy factor) and use of heat reclamation from refrigeration systems, if appropriate. Green Mountain Power Corporation (GMP) and Vermont Gas Systems, Inc. (VGS) have programs to assist customers in evaluating equipment options relative to energy efficiency and load management. For information about the availability of energy efficiency programs, the DPS recommends that the applicant contact Dan Gaherty, with GMP, at 880-5604 and Sandra Laflamme, with VGS, at 863-4511. The DPS requests that the applicant address these outstanding items and submit a response to the DPS for review and approval prior to the issuance of a land use permit. If the applicant does not believe a particular measure is warranted, the applicant may submit information demonstrating that the measure is not applicable, or that an alternative measure is acceptable. All responses should be directed to Mr. Slote at (802) 828-4038, Vermont Department of Public Service, 112 State Street, Drawer 20, Montpelier, Vermont 05620-2601. - Dated August 13, 1996, at Waterbury, Vermont. Respectfully submitted, State of Vermont Agency atural Res urces By es A. Caffry, Esq. CERTIFICATE OF SERVICE I hereby certify that I, Christian Sleeper, Secretary for the Planning Division of the Agency of Natural Resources, sent a copy of the foregoing Entry of Appearance and Pre -Hearing Comments regarding File #4C0149-11 (East Shore Drywall, Inc.), by U.S. mail, postage prepaid, to the following: East Shore Drywall c/o Mak Rocheleau 14 Berard Drive South Burlington, VT 05403-3809 Robert Willis 135 Shunpike Road Williston, VT 05495 City of So. Burlington Clerk & Selectboard & Planning Commission 575 Dorset Street South Burlington, VT 05403 Williston Chair, Selectboard & Chair, Planning Commission 722 Williston Road Williston, VT 05495 Chittenden County R.P.C. P.O. Box 108 Essex Junction, VT 05452 Dated August 13, 1996 Q Waterbury, VT Chan Sleeper 7/23/96 MOTION OF APPROVAL EAST SHORE DRYWALL, INC. I move the South Burlington Planning Commission approve the site plan application of East Shore Drywall, Inc. for construction of a 20,000 square foot building for multiple industrial uses (10, 000 square feet for warehouse & wholesale business, 3333 square feet for warehouse and 6666 square feet for light manufacturing) , 16 Gregory Drive, as depicted on a three (3) page set of plans, page one (1) entitled "East Shore Drywall, Inc. Lot #12 Green Tree Park Gregory Drive, South Burlington," prepared by Lamoureux, Stone & O'Leary Consulting Engineers, Inc.," dated 4/30/96, last revised 7/3/96, 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), the Planning Commission approves two (2) driveways accessing Gregory Drive. It is the Commission's opinion that due to the shape of the lot, and the size and uses of the building, two (2) driveways would better serve the property. 3. Prior to issuance of a zoning permit, the applicant shall post a $7070 landscape bond ($4820 for site landscaping and $2250 for relocated street trees) . The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 4. The Planning Commission grants a sewer allocation of 465 gpd. The applicant shall pay the per gallon fee prior to issuance of a permit. 5. All new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any changes in lighting shall be approved by the City Planner prior to installation. 6. For purposes of calculating road impact fees under the South Burlington impact fee ordinance, the Planning Commission estimates that the proposed use will generate 15 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. 8. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the new building. 9. Any change to the site plan shall require approval by the South Burlington Planning Commission. I0- PO fLi14,L,;6 �'� Memorandum - July 23, 1996 July 19, 1996 Page 10 Planning agenda items 7) EAST SHORE DRYWALL, INC. - WAREHOUSE/LIGHT MANUFACTURING BUILDING - SITE PLAN This project consists of the construction of a 20,000 square foot building for multiple industrial uses (10,000 square feet for warehousing & wholesale business, 3333 square feet for warehouse and 6,666 square feet for light manufacturing use). The ZBA on 6/24/96 granted the applicant a conditional use permit subject to the condition that the tenants be administratively approved. This property located at 16 Gregory Drive (lot #12) lies within the IC District. It is bounded on the north and west by Gregory Drive, on the east by an undeveloped lot and on the south by a storage/distribution business. Access/circulation: Access is proposed to be via two (2) 30' ingress and egress curb cuts on Gregory Drive. Section 26.103(a) ',,,,N'�w of the zoning regulations states that "unless specifically approved by the Planning Commission there shall be a maximum of one driveway per lot accessing a public street." The applicant should be prepared to justify the second curb cut. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 25.7% (maximum allowed is 70%). Overall coverage is 68% (maximum allowed is 70%). Front yard coverage is 22.9% (maximum allowed is 30%). Setback requirements are being met. Parking: A total of 22 parking spaces are required and 38 spaces including two (2) handicapped spaces will be provided. A bike rack will be provided as required. Sewer: The sewer allocation requested is 465 gpd. The applicant , will be required to pay the per gallon fee prior to permit issuance. Landscaping: The minimum landscaping requirement, based on building costs, is $4820 which is being met. Proposed plantings will include Red Oak, Juniper, Sugar Maple, Dogwood and Crabapple. The applicant is proposing to relocate three (3) existing street trees with an estimated value of $2250. The landscape bond should W include the cost of the new site landscaping and the value of the relocated trees for a total of $7070. 10 Memorandum - Planning July 23, 1996 agenda items July 19, 1996 Page 11 Traffic: ITE estimates that the proposed uses will generate 15 vehicle trip ends (vte's) during the P.M. peak hour. The applicant should be aware that the road impact fee will be approximately $2800. Dumpster: A screened dumpster area will be provided. Lighting: Exterior lighting will consist of the following: --- nine (9) 70 watt high pressure sodium lamps mounted on the building with downcasting and shielded fixtures. --- two (2) 70 watt high pressure sodium lamps mounted on 20 foot poles. Sidewalk: There is an existing sidewalk along Gregory Drive. 11 State of Vermont WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT Case #: WW-4-0978 LAWS/REGULATIONS INVOLVED PIN EJ96-0194 Environmental Protection Rules Applicant: Robert Willis Effective September 10, 1982 Address: 135 Shunpike Road South Burlington, VT 05403 This project, consisting of constructing an office/commercial/industrial building with a maximum of 31 employees but no process water on lot 12 of Subdivision Permit EC-4-1120 located off Gregory Drive 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 Act 250 approval under Case Number 4C0149. GENERAL 1. The project shall be completed as shown on the plans proj. no. 96042, sht. no. 1 "Site Plan" dated 4-30-96 revised 6- 18-96 and sht. no. 2 "Road & Sanitary Sewer Details & Specifications" dated 4-30-96 prepared by Lamoureux, Stone & O'Leary Consulting Engineers, Inc. and 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. 2. 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. 3. In the event of a transfer of ownership (partial or whole) of this project, the transferee shall become permittee and be subject to compliance with the terms and conditions of this permit. 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. All conditions set forth in Subdivision Permit #EC-4-1120 dated August 5, 1987 shall remain in effect except as modified or amended herein. Water Supply and Wastewater Disposal Permit WW-4-0978 Page 2 WATER SUPPLY 6. The project is approved for water supply by construction and utilization of the municipal water service depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. WASTEWATER DISPOSAL 7. The project is approved for wastewater disposal by connection to the South Burlington Airport Parkway municipal sewer system for a maximum of 465 gallons of 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 an(I regulations. Dated at Essex Junction, Vermont this 23rd day of July, 1996. William C. Brierley, Commissioner Department of Environmental Conservation By Ernest P. Christianson Regional Engineer c For the Record South Burlington Planning Commission South Burlington Selectboard Act 250 Coordinator -Louis Borie Water Supply Division Department of Labor and Industry Lamoureux, Stone & O'Leary Consulting Engineers, Inc. NOTICE OF APPLICATION AND HEARING ACT 250 MINOR APPLICATION #4C0149-11 10 V.S.A., CHAPTER 151 Notice is hereby given that on July 15, 1996 n application was filed by East Shore Drywall, Inc., c/o Mark Rocheleau, 14 Berard Drive, South Burlington, VT 05403-5809, and Robert V. Willis, 135 Shunpike Road, Williston, VT 05495 to construct a 20,000 s.f. building for office, warehouse and light manufacturing uses on Lot # 12, a 1.79 acre lot in Green Tree Park, a previously approved commerciaUindustrial subdivision on Gregory Drive in South Burlington, Vermont. 10,000 s.f. of the building will be used by East Shore Drywall, Inc. and the remaining 10,000 s.f. will be leased to tenants. The project will be served by municipal water, wastewater and storm water collection facilities. The District Environmental Commission will treat this application under Environmental Board Rule 51 -- Minor Applications (amended effective 9/1/'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. No hearing will be convened unless, on or before August 14, 1996, a party notifies the Commission or UU; Commission sets the matter for hearing on its own motion. If a timely hearing request is received, the hearm. -,, will be convened on or before August 26, 1996, or as soon after that date that a hearing can be scheduled. Parties entitled to participate are the municipality, the municipal planning commission, the regional plaw&ig commission, state agencies, adjoining property owners, and persons granted party status pursuant. to Board Rule 14(B). Dated at Essex Junction, Vermont, this day of July, 1996. 47 Faith Ingulsrud District Coordinator I I I West Street Essex Junction, Vermont 05452 879-6563 Districts #1 & #8 R.R. #2, Box 2161 Pittsford, VT 05763 (802) 483-6022 ❑ Districts #2 & #3 RR #1, Box 33 N. Springfield, VT 05150 Di.tricts 2) 886-2215 #4, #6 & #9 111 West Street Essex Junction, VT 05452 (802) 879-6563 STATE OF VERMONT Environmental Board District Environmental Commission MEMORANDUM TO: All Parties 1-61 FROM: Faith Ingulsrud, District Coordinator DATE: July 23, 1996 District #5 324 North Main Street Barre, VT 05641 (802) 479-3621 ❑ District #7 184 Portland Street St. Johnsbury, VT 05819 (802) 748-8787 Environmental Board Office 120 State Street Montpelier, VT 05620-3201 (802) 828-3309 SUBJECT: Land Use Permit application #4C0149-11, East Shore Drywall Inc., Green Tree Park, Lot 912, South Burlington, Vermont. 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 Chairman 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 the following: 1. A Water Supply and Wastewater Disposal Permit issued by the Regional Engineer of the Agency of Natural Resources; 2. Comments from the Agency of Transportation regarding traffic impacts from Green Tree park at the Gregory Drive/Williston Road intersection. 3. A cumulative impact statement documenting the effect of this project on the overall allocations of parking, traffic and wastewater for Green Tree Park. 4. Sketch of proposed signs. 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 written objection is filed with the Commission on or before August 14, 1996. If you have any questions regarding this proposed permit or the "Minor" application procedure being used to process this application, do not hesitate to contact me at the District #4 Environmental Office (telephone #879-6563). ✓ State of Vermont ? y J> ♦'LL�LC,�y�-f�,y LAND USE PERMIT AMENDMENT THIS IS A PROPOSED PERMIT: PLEASE SUBMIT YOUR COMMENTS BY AUGUST 14 ,1996. CASE NO: 4CO149-11 LAWS/REGULATIONS INVOLVED 10 V.S.A., Chapter 151 APPLICANT: East Shore Drywall Inc. (Act 250) c/o Mark Rocheleau 14 Berard Drive South Burlington, VT 05403-5809 and Robert V. Willis 135 Shunpike Road Williston, VT 05495 District Environmental Commission #4 hereby issues Land Use Permit Amendment #4C0149-11 , pursuant to the authority vested in it by 10 V.S.A., Chapter 151. This permit amendment applies to the lands identified in Book 257, Pages 361-363, of the land records of the City of South Burlington, Vermont, as the subject of a deed to Robert V. Willis, the "Permittees" as "Grantees". This permit specifically authorizes thv; Permittees to construct a 20,000 s.f building for office, warehouse and light manufacturing uses on Lot #12, a 1.79 acre lot in Green Tree Park, a previously approved commerciaUindustrial subdivision on Gregory Drive in South Burlington, Vermont. 10,000 s.f. of the building will be used by East Shore Drywall, Inc. and the remaining 10,000 s.f. will be leased to tenants. The project will be served by municipal water, wastewater and storm water collection facilities. The Permittees, and its assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: All conditions of Land Use Permit #4C0149-11 and amendments are in full force and effect except as amended herein. 2. The project shall be completed, operated and maintained as set forth in accordance with the plans and exhibits stamped "Approved" and on file with the District Environmental Commission, and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the District Environmental Commission. 3. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the - permit and may periodically require that the permit holder file an affidavit certifying that the project Page 2 « Land Use Permit #4C0149-11 is being completed, operated and maintained in accordance with the terms of the permit. 4. By acceptance of this permit, the Permittees agree 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. By acceptance of the conditions of this permit without appeal, the Permittees confirm and agree for themselves and all assigns and successors in interest that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittees and all assigns and successors in interest. 6. Prior to commencement of construction on any of the commercial or industrial lots, the Permittees and the lot purchaser or tenant shall file an amendment application as co -applicants and shall address each of the 10 criteria of Title 10, Section 6086 (a) (Act 250). 7. The project is approved for the following maximum impacts: 38 vehicle parking spaces 465 gallons per day of water and wastewater; 91 vehicle trips per day; 16 peak hour vehicle trips; 8. This permit hereby incorporates all of the conditions of the water Supply and Wastewater Disposal Permit # issued on by the Regional Engineer, Division of Wastewater Management, Agency of Natural Resources. 9. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturber, areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 10. The building approved herein is not approved for any manufacturing use or the on -site disposal of any process wastes. The Permittees shall apply and receive approval for any change in the use of the buildings which involves the storage or handling of any regulated substances or the generation of hazardous wastes. 11. No floor drains are to be constructed which discharge underground on -site without the written approval of the District Commission and unless an Underground Injection Control Program Permit has been obtained. 12. The Permittees shall apply to the District Environmental Commission for approval for any change in the use of the building or land which would cause noxious or unhealthy emissions into the air or injection of toxic wastes into the soils. 13. The Permittees and all assigns and successors in interest shall install and maintain water conserving plumbing fixtures. The plumbing fixtures shall operate with the following specifications: (1) internal system water pressure of 50 psi maximum, (2) toilets with a maximum of 3.5 gallons per flush, (3) showerheads operating with a maximum of 3 gallons per minute and (4) faucets on sinks Page 3 Land Use Permit #4C0149-11 and lays shall operate at a maximum of 3 gallons per minute when/where new fixtures are being installed. An alternative water conservation plan may be presented to the Commission for approval before implementation. The approved alternative shall be implemented and maintained by the Permittees for the duration of the permit. 14. The Permittees shall comply with Exhibits # for erosion control. Hay bale dams and silt fences shall be installed as depicted on the plans prior to commencement of construction. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. From October 1 to April 15 of any calendar year, all disturbed areas of the construction site shall be mulched until final vegetative cover is established. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 15. In addition to conformance with the requirements of with the erosion control conditions above, the Permittees shall not cause, permit, or allow the discharge of waste materials into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from ca lupl anc with 10 V.S.A., Chapter 47, Vermont's Water Pollution Control Law. 16. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit # by replacing any dead or diseased plantings as soon as seasonably possible. 17. The installation of exterior light fixtures is limited to those approved in Exhibit # , and shall be mounted no higher than 20 feet above grade level. All exterior lighting shall be installed in such a manner as to conceal light sources and reflector surfaces from view beyond the perhnct r a)t the area to be illuminated. 18. No exterior signs other than those approved in Exhibit # shall be installed without the pricy- °ate.,,tu: ;r, approval of the District Commission. 19. The Permittees and all successors and assigns shall comply with the energy conservation measures approved of by the Public Service Department as stated in Exhibit # . 20. The installation and/or use of electric resistance space heating is specifically prohibited without the prior written approval of the District Environmental Commission. 21. No further subdivision and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 22. All construction on this project must be completed by September 15, 1999. 23. Pursuant to 10 V.S.A. Section 6090(b) (effective June 21, 1994), this permit amendment is hereby issued for an ;ndefinite term, as long as there is compliance with the conditions herein. Page 4 Land Use Permit #4C0149-11 24. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., Section 6090(b). Dated at Essex Junction, Vermont, this day of 1996. John C. Drake, Chairperson District #4 Commission Commission members participating in this decision: Thomas D. Visser Susan Wheeler Any appeal of this decision must comply with all provisions of 10 V.S.A. §6089 and Environmental Board Rule 40 including the submission of the original and ten copies of the following: notice of appeal, a statement of why the appellant believes the commission was in error, a statement of the issues to be addressed in the appeal, a summary of the evidence that will be presented, a preliminary list of witnesses, decision and certificate of service. Decisions on minor applications may be appealed if a hearing was held by the district commission or timely requested by the appellant. — LANAOURFLA STO,,NE & CO ARY >ronsuiting Engineers and land Sani'-yors 1a Morse Drive 1'8015 878-4450 Essex junction, Vermont 05452 FAx (802) 678.3135 FAX TRANSMITTAL RECIPIENT TO: _.,TF-a�- -- FAX N 0. ---(42 5 slEs M 14 FROM: DATE: :2 ` Z-4 PROJECT NAME: 4ef f—r 5Hi f-0 ( PJ(Z-. PROJECT NO—'�60 ` Z- WE ARE SENDING YOU: REMARKS: �2v �0 Sea I�O FZ L107 1_` . C- r2c�eN THERE ARE Z PAGES, INCLUDING THIS COVER SHEET COPY TO: Civil, Environmental & Transpocrtaiion Engineering e Hydrogeo;ogieai ?nvectigatior. • Planning + Land Surveying AC" 250 HMIC_;rL IKPAM 13 Applicant to Complete: Applicant ;lame Eaat Snore Drywall tnc. (; ; o MAr'l Rocheleauj Municipality ___ 1- Title and Date of Sita Plan Reviewed Town Manager, Department Heads, or Equivalant to Complete: A. Does the municipality have the capacity to provide tha fol:owir.g sarrians without unreasonable burdens for the above projett: Fire Protection? 422 or NO Police Protection7 s or �No? Rescue Service? as or No? Solid Waste Disposal? �es or No? Road Maintanancs? 7ve8 or —No? b. If "no", what are the dafleiencies? c. If the service is unavailable from the a n:ni,ci,pa?ity, who.provides the service so that -the town doesn't have to? l/Vi—/c�,u d. Would the daficieneiet occur without this project? Yea or No7 If "no", what measures can the applicant take to alleviate the deficiencies? a. If the deficiencies are common to many projects, does this project create burdens which are disproportionate to the taxes and user fees to be paid to the municipality? Yes or _No? If "yes", does the municipality recommend the imposition of an impact tea or other means to m:itigara any unreasonable burdens? I certify that the above Informations is tmie a ccurat to the bast: of my know ledge. Nsma /541_1 Position Date Are you available, after sufficient_ notice, to aner questions related to the above stataments at an Act I34 hearing,' . as- cr Yo? 3/89 : MUNQUES.QOC STATISTICS SULDW UK BUILDING AM # DrLavm 'Ale" .1. TOTAL MEHICU! IENDIII PErm "OUR Tw DoIll Isksamm GAILLON1111I WAREHOUSE (EAST SHORE) IOGGo S.F. 13 _14- 40 7 190 WAREHOUSE (FUTURE) 3.333 S.F. 4 5 16 3 60 LIGHT MANUFACTURING (FUTURE) A= S.F. 7 a 13 3 105 LIGHT MANUFACTURING (FUTURE) 3.333 S.F. 7 B 13 3 105 mow SF, 31 -m (m SHOWN) In 16 LEGEND PROXCT BOUNDARY IV STORM EASEMEMT-'�'� SIDELINE OF EASEMENT TO L07 12 THE CONTRACTOR SHAM NOTIFY -DIGSAFE- AT I Y EXCAVATION. I 1-WO-225-0n PRIOR TO ANY SIDELINE Of BUILDING WMACK —mo- Dorm GROUND Owl" FINISH GRADE CONTOUR S SANITARY SEWER AND MANHOLE W VaSTING WATERLINE AND GATEVALVIE EXISTING STORM SEIIIER AND CATCHBASIN 0 ST PROPOSED STORM SEWER AND I CATCHIBASIN _t D. MI PLANT LIST 3440100, CLEAHOUT LOCATION PLAN KKY COMMON NAME BOTANICAL NAQUANTITY SM RIMARKS \fi EXISTINGEIVEL01--, EXISTING GAS LIE DRAINAGE $WAUE QRED OAK g�yDEp 16 1 1/2- f CAL 0 • B. FULLHEAD O_ . . — - - - _. t�' IN, V - "I �_ —•* ' '• --e� ERICSON CONTROL FENCE Q SEA GREEN JUNIPER 14 2-3 GAL M AY 2 9 1996 PROPOSED """' '"ALE EXISTING TREE 7 1 1/2- f CAL B k B. FLU HEAD CO. N AYBAUE DAM Im.3m.62 LIGHT City of �o. Burlington Q RED TWO DOGWOOD C_ tam— 6 2-3 GAL FULL PROJECT DATA JAPANESE FLOWERING CRAII IIIIIIIIII.AndIII: a 6-8 R. 8 & B. FULL WAD LOT @ ZOMM. IC - MIXED COMIACROAL AND NX)STRIAL. 0 UPIRIGM7 CROVAR 0 TYPICAL - PROVIDE A MINIMUM OF W.W. GRANTER INC. MINIMUM LOT SIZE 40.000 S.F. (LOT 12 - 77,972 $-F.) P_" WHITE OR NXWE) 3' OF GRAVEL BASE UMI MINIMUM FRONTAGE 120 FEET TRAN—T EVSTIMG TREE DRNES-AND WALKS7'MTAN S' OF (rit 34&5 Aj -SURDINO WITH Z THICK INSULATION MINNIUM SETBACKS. 4 UNDER PAVEMENT. ALSO PROVIDE FRONT YARD 40 FEET EXPANSION JOINTS AT 5 FT OFF SIDE YAM 15 FEET PERIMETER OF BUILDINO. REAR YARD- 30 FEET N 7MM UOTE NO MI 30% OF THE FRONT YARD MAY BE .01 0 USED FOR FOR PARKING AND DRIVIES. A MINIMUM 15 P, FEET WDE NTR#JOUS STRIP. TRAVERSED ONLY BY DRIVES MUST BE MONTANE) ALONG THE $1REET R.O.W. 0 RIM EL.EV 339."o ;2 PVC IN - 334.80 4, - 334,71 16 AREA OF FRONT YARD - 17,543 S.F. 2: PVC IN A LOT (9 0 AREA OF DRIVES/PARKING IN PVC OUT - 334.59 GREEN TREE PARK INC. FRONT YAM - i.019 S.F. (22.9 %) JOHN K. DESMOND Jt. (VACANT) WATER: CONNECTTO E)OMG MUNICIPAL 8* D.I. WATER SERVICE SIUS Sti to, IN 3woo WATER, CONNECT TO EXISTING MUNICIPAL V EAST SNORE DRYWALL INC. 10,000 S.F. 11� GRAMTY COLLECTION SYSTEM _--- \, i -.\ \ \ / STORY:ON-STE TREATMENT AND DOMMECTION TO MUNICIPAL r 7\2 STORMINATER COLLECTION SYSTEM --3.0 f\ \ TYPICAL 9' x1C �\ \ _ _-- q NEW CS 10, PAR03NO SP q M ELEV "A 0 TYPICAL OVERHEAD DOOR 4 UD IN &X6O III, RE IN �X" 4 PPM FLOOR tUI!V 344MI PE OUT M+4 FXISTNG Ce #7 15' -SANITARY SMER r LEASE AMA n3 RIM LEV . 8", :ASEMDI LOT Oil 341 12" Pvc (YJT,! 31g., 0 041 3-w S.F. WXITI PRESSURE A0_1\ WE ATED (0,40 P.01.) WOOD POSTS. "Y -V-6, WITH I" INV 3,19a 0 ca CHAMFER AROUND TOP LEASE AREA (D (TYP-) -it Z' 11' RE END LOT COVERAGE LAW UK AEA 2 Of TOTAL DRIVES It PARKING 32,9SO &F (G76 AC) 423 1 BUILDING MOOD SF. (0.46 AC.) 2S7 X TOTAL OOVIERAGE SZM Sr. (1.22 AC) GILD x OPEN SPACE M022 S.F. (OZ7 AC.) 32.0 X TOTAL 77.972 S.F. (1.79 AC.) IDO x LEASE AREA r 0. 341.0 C 10 U14MUM r PE END .00 MAINTAIN 9 SEE PAVEMENT RVI 334 APPROVED BY RESOLUTION OF THE PLANNING DETAJL ON SHEET 2 2,5' DOVE NEW OB LON SEWER SE COMMISSION OF THE CITY OF SOUTH BURLINGTON, E WK Z S W-1 —ea VERMONT TONT 7 Go k7TIETIt SUILEC I1EW1f5kAPW=AW NEW STOW MH b DETAIL t CONDITIONS Or SAID RESOLLFRON. SIG NED RIM ELEV - MATCH Z THIS DAY OF-19M By EXISTING PAVEMENT 12* Pvc IN - 3XII C.0 I• , - 34W ALI( 2 RE I - 3XII it 5 (CLICAK OR CHAIRMAN) ,2: PVCOUT- 33&05 CONTRACTOR 94ALL VERIFY if P�L 00""G if PIPE OUEV. PRIOR TO DONSTIRMTON 10 330.00 AND POILACE WITH NEW 0 CUT EDGE OF PAVEMENT BACK DEPRESSED CURB WITH MIGVE ""14 CURBING \ " 1/4 REVEAL A MINIMUM OF 12'. CLEAN AND TREAT " IDI PRIOR LOT TOTRAVING - SAME AT OTHER 9 04 TRANCE EXISTING &Z 68 GREEN TREE PAW NC. RIM ELEV-- 347.30 GREEN STRIP JOHN K. DESMOND JL vVIN 1�1 T VERMONT 11011." SPECA11STS) I'.': RVI, ;24, IV UTILITY EASEMENT 1;1�57NC C:� #3 iRIM FLEV 3411' dotqi �2 12* PVC N 341.85 2� PVC OUT - 341.6Z G TYPICAL AT BOTH No - REVISIONS MATCH NEW CURB No SIDEWALK THM WANT WITH LATEST MISIONS MILD 1 or INTO TASTING CURB AND SIDEWALK. MY K USED FOR THE REPOSE RM KLORP. SHU73 S1DVNALX SLOPE SMALL NOT BE 77 Is TRANSPLANT OR GREATER THAN VIL SKETCH/CONCEPT RILL P43-LA EXISTING 5---- LLf 347.20 TWEE CE 0 PRELIMINARY I) IC DiT = 343050 s— "c NOTES. DRIVE M GORY / \ FINAL 3 •ED RECORD DRAWING 1. BOUNDARY INFORMATION TAKEN FROM THE SUICIVaON po� no. Pura 'GREEN TREE PAW. SHLIMPIKE ROAD, SOUTH F w LOT EAST SHORE DRYWALL INC. W042 BURLINGTON. VERMONT. BY TRUDELL CONSULTING ENGINEERS LAST REMO III GREEN TREE PARK INC. IIUYV41y APPLICANT JOHN K. DESMOND JIL LOT #12 GREEN TREE PARK HLS/DEL (RESOLUTIONS) EAST SHORT DRYWALL INC. GREGORY DRIVE, SOUTH BURLINGTON A13R AL EXIS SMH f7 C/O MAW ROCHELEAAJ 34& F 14 BERARD DRNIE RnIn' M' SOUTH BURLINGTON. VT 05403 SITE PLAN ARR MM ENLEGV - P!M FLEV - 349 33 PVC IN -141 W a `1 IN 346.67 "L IN, 243 pv, 0 11.11. OWNER LAL 34128 PROPOSED COMMERCIAL/ d.t SEE DUAIL. ON SHEET 02 "AN GRAPHIC SCALE FOR CONNECTION INTO ROBERT V. WILLIS INDUSTRIAL BUILDING 4-30-96 V3STIHG MANHOLE 135 SHUNPIKE ROAD I TL LOT @ ROBERT V. WILLIS (VACANT) SOUTH BURLINGTON, VT 05495 LAMO U'�CSTONE & OTEARY EDgineers Eno. 14 M Drive E.- Junction, VT 05452 (802) 878-4430 RnSinews—Planners—Surveyors '-20' =.no Preliminary Memo - Planning July 23, 1996 agenda items June 24, 1996 Page 3 --- provide front yard coverage for each of the two (2) front yards. It appears that the front yard coverage limitation along Commerce Avenue is not being met. --- Section 25.107 of the zoning regulations states that "a continuous strip 15 feet in width traversed only by driveways shall be maintained between the street r.o.w. line and the balance of the lot." This requirement is not being met. --- submit details (cut -sheets) for all exterior lights and show locations on the plan. --- show screened dumpster location, if any. --- a condition of the subdivision from which this lot was created stated that "the developer shall have the option of contributing $15 per linear frontage feet toward the city sidewalk fund or building a sidewalk along his frontage on the unnamed new city street." --- this subdivision approval also required that the developer contribute $880 for improvements to the Ethan Allen Drive/Shamrock Road intersection. --- a bike rack should be provided as required under Section 26.253(b) of the zoning regulations. THE PLANNING COMMISSION CAN NOT APPROVE THIS PLAN UNLESS THE FRONT YARD COVERAGE, SETBACKS AND BUFFER STRIP REQUIREMENTS ARE MET. EAST SHORE DRYWALL,_ INC. - WAREHOUSE/LIGHT MANUFACTURING BUILDING - STTF. PLAN for warehouse use, provide square footage of office space, number of non -office employees and number of company vehicles operating from the premises (for parking calculations). --- show locations of building mounted lights. --- indicate height of pole light. --- will dumpsters be used? If so, show screened storage area. --- the applicant should be aware that the road impact fee will be approximately $2800. BURLINGTON TENNIS CLUB - PADDLE TENNIS COURTS - SITE PLAN --- indicate quantity and size of proposed Burning Bush plants. --- exterior lights, when installed, should be tipped downward so they are downcasting and do not cast light beyond the property line. 3 M E M O R A N D U M To: South Burlington Planning Commission From: Wallace Possich, South Burlington Fire Chief Re: Plans Reviewed for July 23, 1996 Agenda Date: June 25, 1996 I have reviewed the listed site plans and my comments are as follows: 1. Lot 12, Green Tree Park Gregory Drive Acceptable 2. Light Manufacturing Building Ethan Allen Drive Acceptable 3. Burlington Tennis Club Paddle Tennis Courts 12 East Terrace Acceptable 4. University Mall Expansion 155 Dorset Street Acceptable; however, proposed hydrant locations need to be shown. Dated 5/29/96 Project No. 96042 Dated 5/28/96 Dated 5/15/96 Dated 5/22/96 Project No. 6699.16 Wil CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1 ) OWNER OF RECORD (name, address, phone # ) 862-9167 Robert Willis 135 Shunpike Road. South R„rlin¢tnn_ VT 2) APPLICANT (name, address, phone #) East Shore Dr walk, Tnc. c/o Mark Rocheleau, 14 Berard Drive South Burlington, VT 05495, 860-50 0 3) CONTACT PERSON (name, address, phone #) Andrew Rowe Lamoureux Stone & O'Leary, 14 Morse Drive, FSGex J>>nctinn, VT 95452 878-4450 4) PROJECT STREET ADDRESS: Green Tree Park,, Creg-ory Drive /71 5) LOT NUMBER (,if applicable) 6) PROPOSED USE (S) Mixed Commercial/Industrial-IL-e Building, see Site Plan I __ 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) 20, non 1;F Riii 1 di ng fnr Fngt ghnre Dray na 11 , Inc _ and up to I Tannnt.-, 8) NUMBER OF EMPLOYEES 31 9) LOT COVERAGE: building 25.7 %; landscaped areas 32.0 % building, parking, outside storage68.0% 10) COST ESTIMATES: Buildings $ 160,650 _, Landscaping $ 5 -050 Other Site Improvements (please list with cost) $ —Unavailable at this time _ 11 ) ESTIMATED PROJECT COMPLETION DATE: December 1996 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out.) 91 Estimated trip ends (in and out.) during the following hours: Mondav t.h rough Friday 11-12 noon-4-- 12-1p.m._4 1-2 p.m. 3 _ 2-3 p.m. _ 2 - - 3-4 P.M. 9 4-5 p.m. 16_ 5-6 p.m. 10 _; 6-7 p.m. 2 1 3) PEAK HOURS OF OPERATION: 7 am. to 7 Pm. _ 14 ) PEAK DAYS OF OI ERATION : weekda s � .Y - - - ---- -- - - - - - - -- - DATE OF SUBMISSION IGNATURI: OF APPLICANT DATE OF HEARING I LAMOUREUX, STONE & O'LEAkY Consulting Engineers and Land Surveyors 14 Morse Drive Essex Junction, Vermont 05452 May 28, 1996 Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Mr. Weith: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of our client, East Shore Drywall Inc. (c/o Mark Rocheleau) in regards to the proposed development of Lot 12, Green Tree Park located off Gregory Drive in South Burlington. The proposed project is a 20,000 s.f. facility located in the Mixed Industrial and Commercial District. The proposed uses include a warehouse with possible future retail sales for East Shore Drywall Inc. in approximately 10,000 s.f. of the structure. The additional space would be leased for warehouse and light manufacturing uses to up to three tenants. East Shore Drywall Inc. employs between 60 and 100 persons depending upon economic conditions. The proposed facility will serve as their warehouse and office. There will only be approximately six (6) employees located at the proposed office as most employees report directly to the jobsites, resulting in an estimated total of 31 employees for the entire building. East Shore Drywall Inc. also proposes some retail sales, mainly to contractors, from their warehouse in the future. The proposed facility will be served by the existing municipal water, sanitary sewer and stormwater sewer systems. A stormwater treatment and detention pond has been proposed to maintain post development stormwater flows at predevelopment conditions. The enclosed site plan provides statistics for each use proposed for the facility. Landscaping on the site utilizes existing street trees and additional plantings to provide screening. The traffic statistics are based upon data provided by East Shore Drywall Inc. and ITE Trip Generation 5th Edition. It is estimated there will be a total of 16 peak hour trip ends, and a total of 91 vehicle trip ends. We will be submitting an application for review by the Zoning Board of Adjustment for multiple uses of the proposed building, as well as possible future retail sales by East Shore Drywall Inc., as a condition use. Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying Joe Weith May 28, 1996 Page 2 We are requesting that this project be scheduled for Site Plan Review, and have enclosed the following to complete our application: 1. Completed Site Plan Application and $50 fee. 2. Four (4) copies of the Site Plan. Following review of the Site Plan, we would like to schedule an informal meeting to review any Staff comments, prior to the Planning Commission Meeting. If you need additional information, please call this office. Sincerely, Andrew Rowe cc: Mark Rocheleau 96042PC.WPD i -e, State of Vermont r Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist June 28, 1996 Robert Willis 135 Shunpike Road South Burlington VT 05403 r" l AGENCY OF NATURAL RESOURCES Essex Junction Regional Office 111 West Street Essex Junction, VT 05452 (802) 879-6563 Re: WW-4-0978, East Shore Drywall -- Const. 20,000sf ind./com. bldg 31 employees mun water & sewer 465 gpd Lot 12 1.79A located on Gregory Drive in South Burlington, Vermont Dear Applicant: We received your completed application for the above referenced project on June 24, 1996, including a fee of $167.40 paid by check number 3394. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we need further information from you in order to reach a decision on your application, the time we wait for your submittal of that information does not count against the allowable in-house time specified in the performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the permitted time of 30 days in-house, please contact this office at (802) 879-6563. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you also should check with town officials regarding any local requirements you may need to meet. For the Division of Wastewater Management i Ane. Roberge Administrative Secretary cc: South Burlington Planning Commission South Burlington City Council Lamoureux, Stone & O'Leary City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 July 19, 1996 Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Manufacturing/Warehouse Building, 16 Gregory Drive Dear Mr. Rowe: ZONING ADMINISTRATOR 658-7958 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 Fire Chief Wally Possich were sent to you at an earlier date. Please be sure someone is present on Tuesday, July 23, 1996 at 7:30 P.M. to represent your request. If you have any questions, please gi me a call. Si ce Uel , J Weith, City Planner JW/mcp Encls 4 SOUTH P1111mmR LEGEND PROXCT BOUNDARY TYPICAL SEE SI:ET�p SY4VLC `\ . •THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AI -SIDIEUK a EASD./ENi 1-800-225-4977PRIOR TO ANY EXCAVATIONSIDELINE OF SUEDNO SETBACK IS' STORM EASEMENT TO LOT FI2 \ - - 340- DOSTNO GROUND CONTOUR 7.5' 25 LF STOW DRAINAGE 'm FINISH GRADE CONTOUR _ I DITCH AND STOW DUVALL -------- m-- S SANITARY SEWER AND YAINOE 12' END 35.80SECTION -- - W DOSING wATERLIK AND GATEVKVE .. 4' ID CUT . 335.80 - Si DOSING STORY SEWER AND CATCHBASN PLANT LIST EIVEa C3 sT PROPOSED STORM SEWER AND UTpN 6ASUMDENDRAIN 25 if GRASS SVIAIE EXISTING GAS LIE w CILANOJT yb M COMMON NAME BOT/MCAL NAYS QUAM= 9= R81(ARYS 0,0. LOCATION PLAN Q REDCAK 9'� FULLHE -D'hm I6 1 1/2- r CAL 8 h a FULL AD w \ H.T.S.NEVI UTC/IBASN e' INV. E1EY . 335. _ O SEA CREN JUNIPER 14 2-3 CAI. RY EUEY . ------ _ _ _ -_- EASING DRAINAGE SWALE Ism=m1a: I PE OUT MIS PROPOSED DRAINAGE SWAtE (S ] SUGNt MAPLE A- , 1/2- r CAL B ! B. FULL HEAD ,y + � �ry 1 EROSION OOIIIROL FENCE O EA RED TOO DOGWOM Ccmut-mul Um 6 2-3 GAL xAYBAIFULL ------ --- 0 '� 7' i i DOSING TREE E DAY QUPRIGHT® City of So. Burlington # �T F JAPANESE FLOWERING CRAB MWULA02GW 6 6--8 FT. B ! S. FULL. HEM 1CROIEIt • MMTE CEDAR 1R1I(. RNfTE OR M1AU / INV=3S9.43 TYPICAL OVU44M WIN BUILDING MOUNTED _ % 'Y , BUILDING MOUNTED LM.M 10MI0 N>1dJt 9 3-{' I1ar LOCATED ABOVE DOOR--_ +• � s"� LOT i3 PROJECTDATA { T) TRANSPLANT E057NG TREE 3 TRANSPLANTED TREES TYPIUL - PROVIDE A MNNI-W Or- - - ,Ai \/ SMALL BE MAINTAINED o -4" Y OF GRAVEL BAD JI DER AL ` �t w.w. ORARICEp NC ZONED. IC - MD® 071RIERCIAL AND NDUSnOAL HEALTH'/ OR REPLACED / - _ DRIVES AKYAAl1C5 YATTN 5' AOF T , 6 `. [DUAL -BUp1iYG VIM 2' ilea( NSUUIKN / ; MMWY LOT 92E: 40.000 Sr. (HOT 12 . 77,972 SF.) OR URGER SEE _ - - - - -- EXPANSION JOINTS AUNDER PAVEMENT. T OFf/ PROVIDE (FIT . 34a5 � WYW fROlITAOE: 120 FEET - - PERIMETER OFeuFaNa LweIAM RTBYARD, / FRONT YANIO. 40 FEET SEE YARN 15 FELT REM YARD: 30 FEET ExI511NG W /'6 __ __ / •' {!�' NOTE NO MORE THAN SOUL OF THE FRONT YARD MAY GE RIM ELEV 7_9.40 E - -- - -- - USED FOR FOR PARKING AND/OR DRIVES A NNNUE 15 tY PVC IN . 334,80 LOT 11 E - _ _-- - -- \ FEET VIDE CONTINUOUS STRIP, TRAVERSED ONLY BY DRIVES STATISTICS IRRDNB UK KUMB MCA / S PL01iD PAN" lPNTC97 TOTAL VEHICLE 6} nOIDR PEAK HHotMt TRIP Doe RIA�AILL OKLON6/DAY WAREHOUSE (EAST SHORE) 10,000 SF. 13 14 44 7 190 WAREHOUSE (NTURf) 3= S.F. 4 5 i6 3 60 LIGHT MANUFACT"O (NnREj 3=3 S.F. 7 6 13 3 105 LIGHT MNJIFACIL MG (FUTURE) a33.3 SF. 7 B 13 3 105 24000 F. Jt ]5 (38 SHOWN) 1 91 16 455 i2' PVC O 334.34. qj. 1 - / - _ - - MUST GE A OF FRONT KENO THE STREET R.O.w. y 12' PVC OUT - 334.59 G1TFF7NN THEE PARK INC. _ y m. AREA IN FRONT YARD T 17STRE SF. O JOHN K DESMO D JR. //j - _ (VACANT) 0 �''"' �� TYPICAL FFAQ \\ - •�� ,N ./ & / AREA OF DRN-74AI9 S.F. (22.9 1) �Z` FRONT YARD � 4,0f9 S.F. PAR % CCL wA1Eit CONNECT TO E051NG MUNICIPAL NV.340.00 EAST STORE OIYIYALL MC.STUB s r � 6' DJ. WATER SERVICE STUB Q,�JG S vy - 1Q000 S.F. \\ \ \ WATER O MIJNICIP 1 GRAVITY COLLECTION SYSTEM SYSTAL 0 A /` a_3447` 1 STORY: s�CT1aN To L6aK ORMWATER COLLECTION SYSTEM 75'. SANITARY SEWER 4. ' v "VA HaSM FLOOR EEV . 34CM VAVA �4•� ° �� Ex.'n4G GB 47 1 EAsLk"r To LOT HT i F \� _ \\ LEASE ARG Rau E.FV U 339.14 0 ? ,,*4 _ - 3.333 i1. \ .51?' ' \ 34s ___ 12' PVC OUT . 735.14 `6 \ }y'/ 0 IV 4a �v I Rio To TH 1' ��� ' VA VA Nv . 3419n �. -' - --- - -15. G Nw341.70 _ ---- --- -- __ - LEASE AREA O \\\ - /i•F5'� \ ! ir PE DO SECTION UO50 0 0 o O F J _ 1•A Q a \\ CO/M� LOT COVERAGE WD UK AREA x Of TOTAL DRIVES ! PARKINO 32,050 S.F (G 78 AC) 423 x BUILOFN` 20LOW S.F. (046 AC) 25.7 x TOTAL COVERAGE 52,9-50 S.F. (1.22 At-) 66.0 x OPEN SPACE =022 S.F. (0.57 AC.) 32.0 x TOTAL 77.972 SF. 1.79 AC 100 x SEE SHEET A) 4 ° f \ LEASE AREA Q NV. 341.0 },VI' .'� \'J Qi /•��cC G �h 40 tYPEEND \ `� ? \ -p stwelr0el ifAllw - /SEC110N 7W.00 / \ 2MY iCOVEt OVERM� ,`C" \ \ -�t L / APPROVED BY RESOLI7TDH OF nE PLANNING NEVI tb OU15DE BIRDINO _ `` .] 1 EXTF7D DOSING C / VVOROHT. ON nt CITY MY OFTM -. 1 966 rlb 3J0.00 RIM . 341.70 l _ _ D / �5 fY PL N . FEND "TEN SJEET R \ _� - v WATER SERNII (SE,E SIA.ECT l0 1NE II75 N�- 1 P.E.OUT :FEND THCONDISONS OF SAID DAY O RFSOWTa1.1 SICFlD \ u R - .C' q + N1EJb( CSIARYAR - � Y � \ C0. C.O..330.73 RIM . DQLO7 s RELIEVE DOS1N0 ORORq IMV . J30.80 lY Pt OUT= 34a1 - SON b1/7 \ A10 IRPLACE iMM Id I \ 0 < E 0 3a - - ' _ / J EDGE OF FAVIIIIIIENT BACK A_WYUM OF 12'. CLEAN AND DOWCOM am RTill 1/4' REVEAL CCE J J T' J -- % - - J ' V / G V/ D P� -- SAME OAT OTHER LOT O EXISTING SiEH P5 c r S .. 10R5EEI s -�" - - - - - - - - - " - s / ,.\o �. GREEN TREE PARK N0. RIM ELEV'- 347.30 S S/ Y 7-3-NI REVIYD PER STAFF RENCw ASR JOIN K. DESMOD JR. B• PVp'IN 341, 75 (VACANT) e• PVC DUT . 341.15 --_ 10' UTUTY EASEMENT `a5 6-76-96 REMSED POND WTIET ABR RIMEL0 CB P3 / date Mscli tfon D RIM FJEV - 346.12 -- P Y (2�12- PVG IN . 3C.85 4 S - REVISIONS 12 PVC OUT - 341.68 Q1'----,-__ -- G TYPICAL AT BOTH DI TRANCES - 6• INTO DOSSIDEWALKING CURB ANNEW OURS D D SIDEWALK ONLYBEUSED PFLUIS OR M PURPOSE EST MOM M R S [ f a EXISTING B P3 \� _ s TRANI9'LAIT O GREATER n�SOL� NOT SE Q SKETCH/CONCEPT 3a.2o - ` REYMCF D::: s / 0 PRELIMINARY 12' PVc OJT - 343.8E TREE-► ST rrJ (GORY -s s' Pvc / FINAL 3 ND DRIVE i O RECORD DRAWING 2 1. T OF 04 TREE P *. SH 1F THE SABOIVI9ION y r ►' LOT 2 960A2 „AI, a< .�, ,,,� P„K.. ,,,� R,�, I,,,,, � p `�-\ _ EAST SHORE DRYWALL INC. BOW- LAST RE� e/V/00. GONs1LnNo I'NaNEEIs "Q ,�7` - N : \ APPLICANT JOIN TREE JN' HLS EL Ee`j r;rw y ^ (Rtsomma INC.) LOT D GREEN TREE PARK /D d[ _ GREGORY DRIVE, SOUTH BURLINGTON _ CC/O W MARK ROMETE SHORE DRYWALL MC. 0•NY ail EX151MG SYH (7 � RIM ENG 5MM 9. It4 BCRAID DRIVE �`• RIM EEV . 3r&98 RIM EIEV . 349.33 ;T4 \ SWTM BE6/MfT' ON' Vi o5{63 SITE PLAN ASR V E PVC N . 341.25 6- PVC IN : 340.67 NEW 8' PVC N . 341.36 8- PVC IN 340.60 6- PC our . 3a.2a 8' Pvc ouT . 340.53 \ Ot•`NER LN GRAPHIC SCALE / • OR DETAL ON NTO a 135 sNeRVNE ROM _ 1T 4" ,�" - PROPOSED COMMERCIAL/ L/ \ 1I33 SH V. OE Rs '/ INDUSTRIAI. BUILDING 4-30-96 ■ r s r 01. N EXISTING MANHOLE ( BT PIIT ) I heh • 20 It SOUTH BURYN TON, VT 00495 LOT MA�g,S6R PAM MERt.M \ � � asas w` (MDUSTRIAIT ONO Ej�'w YNNIIIIIV � L,,MOUREUX, STONE & O'LE4 Consulting Engineers and Land Surveyors 14 Morse Drive Essex Junction, Vermont 05452 July 12, 1996 Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of East Shore Drywall (c/o Mark Rocheleau) in regards to our recent meeting and review of staff comments. As a result of our meeting with Bill Szymanski, and yourself we have made the following revisions: 1. Building mounted lights have been added to the plans. As we discussed, the building mounted lights will be located next to the entry doors and over the overhead doors in the rear of the building. 2. A maximum pole height of 20 feet has been added to the light pole detail on sheet #3. 3. A dumpster has been added at the rear of the building. White cedars will be planted around the dumpster for screening. 4. The proposed curb cut locations have not been relocated from our previous plans. We have proposed relocating the two existing trees which are located outside of the Gregory Drive right of way. A note has been added to the plans stating that the transplanted trees will be maintained healthy or replaced with a tree of equal or greater size at the owners expense. We believe that the trees can be transplanted safely, and have also checked with professional landscapers who have agreed. The existing and transplanted trees are being incorporated into our proposed landscaping plan, and will receive the same care and maintenance as other plantings. The owner has the same interest as the City in maintaining healthy growing plantings on his parcel to present an aesthetically pleasing view of the project site. In addition, the relocated drive would place the entrance to the front of the building at the easterly corner. For visibility and site design purposes, the owner would prefer that the drive remain in its proposed location. The proposed entrance is located closer to the middle of the structure and the proposed canopy entrance. The location of the easterly curb cut (adjacent to Grainger) has also been designed to line-up opposite with the existing entrance drive to Resolutions Inc. Relocating the drive to avoid the existing tree would result in staggered entrances with the potential for conflicting traffic movements. We feel that transplanting the trees is not an unreasonable request, since the owner is willing to replace them with a tree of equal size if the existing tree cannot be maintained healthy. Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying Raymond J. Belair Page 2 July 12, 1996 5. The existing sewer service cannot be utilized as there will be insufficient cover over the pipe under the proposed parking areas. The proposed service is located in a bermed grassed area, which will provide the necessary depth of cover over the pipe. 6. The drainage plan for the site has been revised to directed treated run-off from the site to a grass swale in an existing easement which extends westerly across the rear of Lot 11. A stone swale to help prevent erosion has been proposed from the top of the existing bank, across lands owned by the City, and discharging Muddy Brook. 7. The elevation around the proposed building is determined using the maximum allowable slope to maintain wheelchair accessibility. The parking lots have been sloped away from the building to direct run-off away from the entrances to the stormwater collection system. 8. The contractor will be responsible for obtaining all necessary construction permits, including a permit from the City Street Department for work within the Gregory Drive right of way for the proposed sanitary sewer service. We have enclosed five (5) copies of the revised plans for your review and the Planning Commission. If you have any questions please call this office. Sincerely, Andrew Rowe City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 July 1, 1996 Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Manufacturing/Warehouse Building, 16 Gregory Drive Dear Mr. Rowe: ZONING ADMINISTRATOR 658-7958 Enclosed are preliminary comments on the above referenced projects from City Engineer Bill Szymanski. If you have any questions, please give me a call. Sincerely Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: July 23, 1996 Agenda Items Date: June 28, 1996 UNIVERSITY MALL EXPANSION - DORSET STREET 1. Landscaping plan shows trees very close to the relocated sewer main. Trees should be outside of the sewer easement. 2. Sewer main maximum distance between manholes shall be no more than 300 feet. 3. Another mall entrance to Dorset Street should not be permitted. It would be only 200 feet from the 100 Dorset Street signalized entrance. 4. Auto service center -curb opening to remove house shall be closed. 5. Water Department shall review water main relocation. BURLINGTON TENNIS CLUB - EAST TERRACE Site plan received May 15, 1996 is acceptable. EAST SHORE DRYWALL, INC. - LOT #12 GREEN TREE PARK 1. Trees planted during the development of Green Tree Park subdivision after struggling for a few years are finally doing well and should not be disturbed. The entrance close to Grainger should be moved easterly about 15-20 feet to save a tree. 2. The other entrance should use the existing curb cut. Plan does not show it, but it appears to be close to the one proposed. 3. There exists two sewer services to the lot. The one closest to MH #5 may be deep enough even if a section has to be relayed. This should be investigated. Preliminary Memo - City Engineer July 23, 1996 agenda items June 28, 1996 Page 2 4. The entire lot drains south-easterly toward Muddy Brook where an easement across Lot #11 was designated for that purpose. This should be maintained not reversed. 5. Plans call for the finished floor of the building to be just 3 inches above the finished grade of the front parking lot, this may be a problem. 6. Work within Gregory Drive will require a permit from the City Street Department. LOT #37 - JOHN BELTER COMMERCIAL DEVELOPMENT - ETHAN ALLEN DRIVE 1. Plan should have a title and name of person who prepared the plan. 2. All existing topography should be shown on the plan. 3. Existing trees planted as part of the original subdivision should not be disturbed. 4. It appears there will be a lot of filling in vicinity of the power lines which may be in wetlands, this should be checked. 5. Existing and proposed services (water, sewer) should be shown. 6. Final plan shall show grading such that the entire site is draining easterly to the brook. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 26, 1996 Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Manufacturing/Warehouse Building, 16 Gregory Drive Dear Mr. Rowe: ZONING ADMINISTRATOR 658.7958 Enclosed are preliminary comments on the above referenced projects from Fire Chief Wally Possich and myself. Comments from City Engineer Bill Szymanski will be forwarded when they are available. Please respond to these comments with revised plans and/or additional information no later than Friday, July 12, 1996. If you have any questions, please give me a call. Sincgrely, Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls SITE PLAN CHECK LIST --- Lot drawn to scale --- Survey data (distances and lot size) --- Contours (existing and finished). -- /Existing vegetation and natural features. --- Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. --- Location of streets, abutting properties, fire hydrants, existing buildings. --- Existing and proposed curb cuts, pavement, walkways. - Zoning boundaries --- Number and location of parking spaces. (RV parking for multi- family projects over 25 units). --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). --- North arrow --- Name of person or firm preparing site plan and date. --= Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). --- Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. --- Setbacks (residential district, planned r.o.w., Interstate). --- C.O. Zone --- Bike racks --- Traffic generation --- Traffic Impact fees --- PUD/PCD standards --- Airport Approach cone --- Outside storage/display --- F.A.R. --- Lot merger agreement --- Setback from planned r.o.w. --- If boundary line adjustment, need subdivision? --- Nonresidential use setback from Residential District 'L,.MOUREUX, STONE & O'LEAK r Consulting Engineers and Land Surveyors 14 Morse Drive Essex Junction, Vermont 05452 June 4, 1996 Ray Belair Assistant City Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of our client, East Shore Drywall Inc. (c/o Mark Rocheleau) in regards to the proposed development of Lot 12, Green Tree Park located off Gregory Drive in South Burlington. As we stated in our 5/28/96 letter which accompanied our request for Site Plan review, East Shore Drywall Inc. proposes some sales, primarily to contractors, in the future from their warehouse facility. As we discussed in our 6/3/96 telephone conversation, wholesale establishments are a permitted use in the Mixed Industrial and Commercial District. We are requesting that the proposed wholesale business use be added to our Site Plan application for the East Shore Drywall Inc. facility. The following again outlines the proposed uses for the 20,000 s.f. structure: East Shore Drywall Inc. (10,000 s.f.) Warehousing & Wholesale Business Lease Area (3,333 s.f.) Warehouse Lease Area (3,333 s.f.) Light Manufacturing Lease Area (3,333 s.f.) Light Manufacturing it you nave questions or need additional inforiration, please caii this office. Sincerely, Andrew Rowe cc: Mark Rocheleau 96042RB.WPD Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying LAMOUREUX, STONE & O l vtAY INC. CONSULTING ENGINEERS, INC. 14 Morse Dr. Essex Jct., VT 05452 (802) 878-4450 TO , p,R— WE ARE SENDING YOU ❑ Shop drawing ❑ Copy of letter Attached ❑ Under separate cover via [L�TUIEQ �0IF ���°- H��U�VQl DATE — -. JOBO.. O ATTENTION RE: 1 z' �l tip P'-L_ _ s k.Prints ❑ Plans ❑ Change order X // y the following items: ❑ Samples ❑ Specifications &0Uc_E 0 S, TE PL_,A—� COPIES DATE NO. DESCRIPTION t -3Q J& - 3 2l e0ULa0 //17 THESE ARE TRANSMITTED as checked below: ❑ For approval j4l�'for your use kAs requested i > ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ ❑ ElReturned ❑ Approved as submitted Approved as noted for corrections 19 ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ElReturn corrected prints PRINTS RETURNED AFTER LOAN TO US COPY TO Gil RECYCLED PAPER: � Content.: Pre -Consumer Post -Consumer SIGNED: if enclosures are not as noted, kindly notify us at once. ........................................................................................ ACT 250 .file number date received LAND USE PERMIT .[ ] complete (] incomplete init. APPLICATION date completed 10 VSA, CHP. 151 coordinator or clerk signature: ..........................OFFICE USE ONLY ........................... NAMES: 1. Applicant(s) name East Shore Drywall Inc. c% Mark Rocheleau Address 14 Berard Drive, South Burlington, VT 05403-5809 Phone 860-6026 Legal form: [ ] individual [ ] partnership (attach list of partners) [X] corporation: date formed April 3, 1990 place formed Burlington date reg. in Vt. April 3, 1990 [ ] municipal gov't [ ] state gov't Legal interest in land: [ ] ownership in fee simple [ ] lease agreement [X] contract to purchase [ ] other: 2. Landowner(s) name Robert V. Willis Address 135 Shunpike Road, Williston, VT 05495 Phone 862-9167 3. Contact person Andrew Rowe or Leonard Lamoureux Address 14 Morse Drive, Essex Jct, VT 05452 Phone 878-4450 PROJECT DESCRIPTION: 4. Type: [ ] new project [ ] expansion of project previously exempt from Act 250 [X] amendment of existing Act 250 project (permit #4CO149-1) [ ] permit condition modification (permit # ) 5. General description (include number and size of buildings; use of buildings; number of lots; length of roads; etc. The proposed project is fora 20, 000 s.f. multiple use industrial/commercialbuilding and related site improvements on 1.79 acres, Lot #12, Green Tree Park, in South Burlington, VT. The proposed uses for 10,000 s.f include warehouse, office and future wholesales for East Shore Drywall Inc. The remaining 10, 000 s. f. is proposed as lease space for warehouse and/or light manufacturing for up to three tenants. The proposed project will be served by existing municipal water, sanitary sewer, and stormwater collection systems. 6. Construction duration 2 years Duration of Permit Request No expiration (per new ruling) MEN 7. Total acres owned or controlled by applicant and landowner at project site 1.79 Acres Acres in additional easements or rights -of -way N/A, Included in 1.79 Acres Acres committed to this project 1.79 Acres Location: town: South Burlington road: Gregory Drive route number: City Street Nearby landmark Intersection of Gregory Drive and Green Tree Drive Distance from landmark Due South Direction from landmark South 8. Deed(s): grantee's name as recorded Robert V. Willis recorded: book(s) 257 page(s) 361-363 date(s) town South Burlington county Chittenden OTHER INFORMATION: 9. Are you concurrently applying for a Water Supply and Wastewater Disposal Permit, a Subdivision Permit, or any other permit from the Protection Division of the Agency of Natural Resources? [X] yes [ ] no (Water Supply and Wastewater Disposal Permit application submitted seperately) 10. Have you received local zoning and/or subdivision approval? [ ] yes [X] pending [ ] none needed 11. Attach the following unless waived by the District Coordinator: [ X ] location map (U.S. Geological Survey map preferred) [ X ] site plan or plot plan (see instructions) [ X ] building floor plan(s) (excluding single family homes) [ X ] building elevation drawings (excluding single family homes) [ X ] schedule A - fee information [ X ] schedule B - Act 250 information (see instructions) [ N/A ] schedule C - Water Supply and Wastewater Disposal Permit information (if concurrent application) [ N/A ] schedule D - Subdivision Permit information (if concurrent application) [ X ] schedule E - adjoiner information [ X ] schedule F - certification of service [ X ] schedule G - certification of adjoiner notification [ X ] supporting documents as recommended in Schedule B or as needed [ X ] Act 250 fee (payable "State of Vermont") [ N/A ] Water Supply and Wastewater Disposal or Subdivision application fee (payable "State of Vermont") (if concurrent application) SIGNATURES: 12. 1 hereby swear that the information provided above or attached to this application is true and accurate to the best of my k wledge. Signature of applicant(s -7-1 date -�- 13. 1 hereby certify that I understand that I must not commence construction, demolition, remodeling or commercial use of the property as described in Environmental Board Rule 2(C) until 1 have received an Act 250 Land Use Permit as required by 10 VSA Sec. 6083(a). Signature of applicant(s)— date i 14. 1 hereby authorize the processing of this application for the above project on land(s) that I own, control, or have significant property interest in. (attach letter if easier) Signature of landowner(s) ��;. L��date DISTRIBUTION: 15. SUBMIT THE ORIGINAL AND FIVE COPIES TO THE DISTRICT COORDINATOR. 16. SUBMIT TWO ADDITIONAL COPIES TO THE DISTRICT COORDINATOR IF YOU ARE ALSO APPLYING FOR PERMITS FROM THE PROTECTION DIVISION. 17. SUBMITADDITIONALCOPIES TO THE MUNICIPALITY, MUNICIPAL PLANNING COMMISSION, REGIONAL PLANNING COMMISSION, AND TO ANY ADJOINING MUNICIPALITIES AND PLANNING COMMISSIONS. 9642APPL.WPD SCHEDULE A Fee Information Act 250 Submit with the application a check payable to the "State of Vermont". Municipal and state agency projects are exempt. Not -for -profits are not exempt. Calculate the fee using the following table: 1) Number of Lots to be created x $50.00 = $ N/A 2) Construction costs (include only common facilities for subdivisions): Site improvements $75,000 (including drives, parking, utilities) Buildings: $160,650 Off -site improvements $ N/A Landscaping $5,050 Other $ N/A Total costs $240, 700 x 0.00425 = $1022.98 3) Total Fee (1 + 2) _ $ 1022.98 Minimum fee of $100 for new applications Minimum fee of $25 for amendment applications Treat expansions of approved projects as new applications SUBDIVISION PERMIT / WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT Submit with the application a check payable to the "State of Vermont" if you are concurrently applying for a Subdivision Permit or Water Supply and Wastewater Disposal Permit form the Protection Division of the Department of Environmental Conservation, Agency of Natural Resources. Calculate the fee from the following table: Subdivisions: $150/Lot $50/Deferred Lot Public Buildings, Campgrounds, Mobile Home Parks: (waste water flows)* $.36/gal (minimum $100) Fee attached $ N/A Submitted under separate application * Contact the Regional Engineer for the Protection Division if uncertain I attest by my signature that the above is true to the best of my knowledge: (signs of applicant or agent) W:1ACT250\9642SCHA. WP D SCHEDULE E Adjoiner Information Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on lands which physically abut the tractor tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers (unless you can prove the highway is owned in fee by the state or municipality). Also include homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adjoiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! NAME W.W. Grainger Green Tree Park Inc. c/o John K. Desmond Jr. MAILING ADDRESS WITH ZIP CODE 550 West Howard Street, Skokie, Illinois 600 . . 123 Industrial Avenue, Williston, VT 05495 Paul Mergens P.O. Box 718, Milton, VT 05468 SCHEDULE F Certificate of Service You are required by Section 6084 of 10 V.S.A. to send notice and a copy of your application to the municipality, the municipal and regional planning commission in which the land is located and any adjacent Vermont municipality, municipal or regional planning commission if the land is located on a boundary on or before the date of filing your application with the district commission. In order to verify that the statutory parties to the application have received copies of the application and thus avoid delay caused by improper distribution of the application, have a representative of the parties sign this form when they receive the application. You may, in the alterative, send copies of the notice and application by Certified U.S. mail and list the names below. Applicant(s) Name East Shore Drywall Inc. (c/o Mark Rocheleau) I, the undersigned, have received a copy of an Act 250 application for the above applicant(s). for the selectmen, aldermen, or trustees date for the municipal planning commission date for the regional planning commission date for and adjacent municipality, if any* date for an adjacent planning commission, if any* date N/A for an adjacent regional planning commission, if any* date I hereby certify that I have forwarded a complete copy of this application to each of the parties entitled to notice pursuant to 10 V.S.A. Section 6084. Applicant(s)/Agent Signature Date * Attach additional sheets if more than one town is adjacent to the project lands. 9642SCHF.WPD SCHEDULE G-1 I, Andrew Rowe , certify that on July 11 , 1996, 1 sent the enclosed notice to the adjoiners listed below dated: J u L-� �Ca (Signature) ADJOINERS: NAME W.W. Grainger Green Tree Park Inc. c/o John K. Desmond Jr. Paul Mergens Pursuant to 10 V.S.A. §6084 (a): MAILING ADDRESS WITH ZIP CODE 550 West Howard Street, Skokie, Illinois 600 . . 123 Industrial Avenue, Williston, VT 05495 P.O. Box 718, Milton, VT 05468 The applicant, similarly, shall send notice to adjoining property owners that an application has been filed. The notice shall state that a copy of the application may be reviewed at the municipal offices. The applicant shall furnish to the district commission the names of those furnished notice by affidavit, and shall post a copy of the notice in the town clerk's office of the town or towns wherein the land lies. (Please note: The notice must include a description of the project, location, name of applicant, District Environmental Commission Office telephone number and mailing address.) W: WCT250\9642SCG 1. WPD SCHEDULE G-2 I, East Shore Drywall Inc. (c/o Mark Rocheleau) , hereby give notice to those persons (applicant) on the attached list that I propose a 20.000 s.f. multiple use building and related site improvementson Lot #12. Green Tree Park, located on the southerllyside of Gregory Drive in South Burlington. Proposed uses include warehouse, office and wholesale for East Shore Drywall Inc.. and leased space for light manufacturing and/or warehouse use for up to three tenants . This project is located on Tax Map #32. Parcel #24, on the southerly side of Gregory Drive in the City of South Burlington, Vermont. A copy of the application may be viewed in the City offices. You may also view, or if you have questions about the application, please contact Lamoureux, Stone & O'Leary Consulting Engineers Inc., 14 Morse Drive, Essex Junction, VT 05452, (802) 878 4450 or District # 4 Environmental Commission, 111 West Street, Essex Junction, Vt 05452 (802) 879-6563. W:\ACT250\9642SCG2.WPD > it A-- it q, U.1 & V11 Is 01 CA 3 % 4 V j ....... . ... ZJ x, CD IN 0 N ��• i• i AA- 500 It (ESSEX JJIVC T/ -n 11,4 0 m PI) RICHMOND 8 MJ 6372 1 NE INARCHANGE INTERCHANGE 10 (WA TERM IR Y) 23 Mk Y4 ~ yam- T 9k'• ��,}} 'r i�`S , � r. � y ll�lfl', �Ar '� j.. ��� 1 t«., r r r •. AaLprl St �j�t��._ �� �i� �+ /Kl�i�'. .L. .fit-� � i` kiirg•y,�r-'� tCh.;"txyR'' i a y dd I1pap �I 1�1t r Y• _ •�'L �f ��iaj. .w K '.f^. �.k1? �✓il \`�j,�' i�,',J Pam" � {, �:�•:� ,/� t: � .� r o' rR"'� \i I' ' � ; r; . . ,✓y. `r9C/• ..� �. �. A.-.yj..� a•'ry., II< � • •1j�L� .•�l M1 ��,�. 'firq(�� ./ 1. 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Demonstrate that the project will not create undue air pollution: a) If the project involves manufacturing or industrial processes, describe any process air emissions, odors, or sources of noise and measures proposed to control them. N/A - The project does not include any proposed uses with processes that will result in air pollution. Construction of the proposed improvements will utilize standard construction equipment, with operations limited to 7:00 AM - 4:00 PM Monday - Saturday. b) If buildings will be heated, describe the fuel source and the heating system. The occupied portions of the proposed building will be heated, utilizing the existing natural gas service on the site as the fuel source. Electric heat will not be used. The warehouse portions of the buildings will not be heated. Interior walls located between warehouse and occupied space will be insulated similar to exterior walls. c) Is an air pollution control permit from the Agency of Natural Resources required for a) or b) above? _ Yes or X No? (Contact the Air Pollution Control Division of the Agency of Natural Resources at 244-8731 if you are uncertain.) If yes, what is the status of your application? N/A. d) Indicate how dust will be controlled during and after construction. During construction if dust should become a nuisance, water or calcium chloride will be applied as needed. Parking areas and drives will be paved, and all disturbed areas will be grasses upon completion of construction. e) Indicate what restrictions will apply to the hours of construction and/or operation and how noise will be controlled, especially in residential areas. The project is located in an existing commerciallindustrial park. Only standard construction equipment will be required for this project. Construction will be limited to 7:00 AM - 4:00 PM, Monday - Saturday. Noise should not be a problem following completion of construction. The proposed uses will be operating inside the building, with the exception of deliveries and loading/unloading. f) If the project involves any of the following, check them and contact the Air Pollution Control Division of the Agency of Natural Resources at 244-8731 for further directions: [ ] parking for more than 1000 vehicles (existing and proposed), [ ] fuel burning equipment with over 10 million BTUs/hour, [ ] coal burning equipment. 1 g) If the project involves radioactive materials, check here [ ] and contact the District Coordinator for further guidance. N/A. Criterion 1 A) Headwaters. Demonstrate that the project will meet any applicable health or environmental conservation department regulations regarding any reduction of the quality of ground or surface waters in a headwaters area: a) Is the project located in a headwaters area as defined in the statute? (See instructions.) _ Yes or X No? If the answer is yes, be certain to indicate how the project meets the applicable water quality regulations under criteria 1 B (waste disposal), 1 E (streams), and 4 (soil erosion). Criterion 1 B) Waste Disposal. Demonstrate that the project will meet any applicable health or environmental conservation department regulations regarding the disposal of wastes and demonstratethat the project will not involve the injection of wastes or toxic substances into ground waters: a) Describe any method of sewage disposal to be used and how sewage will be treated and isolated from ground waters. (Show location of treatment systems and piping on site plan.) The proposed project will be served by the municipal sanitary sewer collection and treatment system. The sanitary sewer service will connect to an existing manhole located in Gregory Drive. Green Tree Park (Land Use Permit #4CO149-1) was approved for a total water and wastewater impact of 4688 GPD. The cumulative approved water and wastewaterimpact is 4013 GPD (see Land Use Amendment#4CO149-10). The proposed project will not exceed the approved water and waste wa terimpacts for Green Tree Park (see attachments). A Water Supply and Waste water Disposal Application has been submitted to the Agency of Environmental Conservation. b) How many gallons of sewage per day will the treatment system be designed and/or approved to handle? 465 GPD (Contact the regional engineer for the Protection Division in your district for assistance.) Total number of employees (20, 000 s. f.) = 31 persons Design Flow = 15 GPD/person 31 persons X 15 GPD/person = 465 GPD c) If an on -site sewage treatment system is to be shared by more than one owner, indicate how it will be maintained and who will be legally and financially responsible for its eventual replacement? (Attach copy of deed restrictions, etc.) N/A. d) If a municipal sewer is to be used, provide the name of the municipal sewage treatment plant and demonstrate that the plant has the capacity to accommodate your project. (Attach a letter from the K municipality.) The proposed project will be served by the existing municipal sanitary sewer collection system and treated at the City of South Burlington Airport Parkway Treatment Facility. Green Tree Park (Land Use Permit #4CO149-1) was approved for a total water and wastewaterimpact of 4688 GPD. The cumulative approved water and wastewater impact is 4013 GPD (see Land Use Amendment #4CO149-10). The proposed project will not exceed the approved water and wastewater impacts for Green Tree Park (see attachments). e) Is a Water Supply and Wastewater Disposal Permit or a Subdivision Permit required from the Protection Division of the Agency of Natural Resources for the sewage disposal system? Yes or X No? (Contact the Regional Engineer for the Protection Division or the District Coordinator if in doubt.) IF YES, AND YOU ARE APPLYING FOR THAT PERMIT WITH THIS APPLICATION, BE CERTAIN TO ATTACH SCHEDULE "C" OR "D", THE NECESSARY TECHNICAL INFORMATION LISTED ON THEM, AND THE ADDITIONAL FEE TO THIS APPLICATION AND SUBMIT TWO ADDITIONAL COPIES OF THE APPLICATION PACKAGE. (Contactthe Regional Engineer for the Protection Division if you need assistance.) f) Are you relying on a Water Supply and Wastewater Disposal Permit or Subdivision Permit to satisfy this criterion? X Yes or No? IF YES, NO DECISION WILL BE ISSUED UNTIL THAT PERMIT IS OBTAINED AND FORWARDED TO THE COMMISSION. IF NO, AND YOUR PROJECT INVOLVES SEWAGE DISPOSAL, CONTACTTHE DISTRICT COORDINATOR FOR FURTHER GUIDANCE ON WHAT ADDITIONAL INFORMATION TO SUBMIT. g) Indicate how stormwater runoff will be disposed of without causing undue water pollution from litter, oil, salt, pesticides, and the like. (Show grass swales, ditches, catch basins, culverts, and other drainage improvements on site plan.) The site is presently grassed, and slopes away from Gregory Drive, easterly toward Muddy Brook. Soils on this site are predominantly clays. The site has been designed to utilize overland flow and grass swales for stormwater treatment. Drives and parking areas will be paved, and all remaining disturbed areas will be landscaped or grassed. Overland flow and run-off from the building will be collected in grass swales and directed to catchbasins with two foot sumps. A stormwater treatment and detention pond has been proposed to maintain post -development stormwater flows to pre - development conditions. Stormwater is conveyed from the parcel through a grass swale, providing additional treatment to a stone swale leading to Muddy Brook. h) Is a Stormwater Discharge Permit required from the Water Quality Division of the Agency of Natural Resources for the discharge of the stormwater into a stream, river, lake, or municipal storm drain? Yes or X No? (Contactthe Water Quality Division at 244-5674 if you are uncertain.) If yes, what 3 is the status of your application? The peak discharge from the site is less than the allowable under the original Stormwater Discharge Permit. This project proposes construction of less than one acre of pavement area, and is classified under Group I of the Draft Stormwater Procedures. Therefore, we believe that this project does not meet the definition of 'large scale development", and does not require an amendment to the original storm water Discharge Permit (1-0546). We have submitted a letter and calculations to Permits, Compliance and Protection, and requested their concurrence that an amendment is not required (see attachments). i) If the project involves manufacturing or industrial processes, describe what they are, indicate how any wastewater generated will not contaminate ground or surface waters, and indicate whether all necessary discharge permits have been obtained. (Show location of any discharges on site plan). What is the status of your application? N/A - the proposed light manufacturing and warehouse uses will not involve the generation of wastewater which is discharged to ground or surface waters. Wastewater generated by employees will be collected and treated by the existing municipal collection and treatment system (see Criterion 18). j) If storage of oils, fuels, chemicals, cleaning fluids, solvents, batteries, pesticides, or other hazardous materials are associated with this project, indicate what measures will be taken to protect against spills and leaks, especially in a sensitive area such as a municipal watershed or near wells or streams. (Show location of storage on site plan and include details of storage containers, fill pipes, leak detection equipment, containment structures, employee training, etc.) An above ground diesel fuel storage tank for East Shore Drywall Inc. vehicles may be located in the future, outside at the rear of the building. If installed, the tank will be screened with white cedars and the Department of Labor and Industry standards and location requirements will be followed for the placement, operation and maintenance of the fuel storage. k) Is a permit from or registration with the Hazardous Materials Division of the Agency of Natural Resources required for the storage listed in j)? _Yes or X No? (Contact the Hazardous Materials Division at 244-8702 if you are uncertain.) What is the status of your application? N/A. 1) Indicate how construction debris, including stumps will be disposed of without creating water pollution. All construction debris shall be hauled off -site to a State approved landfill. Criterion 1 C) Water Conservation. Demonstrate that the project will use the best available water conservation technology: CI a) Would you agree to a permit condition which read: "The permittee and all subsequent owners shall install and maintain only low -flow plumbing fixtures in any buildings, including toilets with flows not to exceed 3.5 gallons per flush, faucets with flows not to exceed 3.0 gallons per minute or which have automatic shut off valves and showerheads with flows not to exceed 3.0 gallons per minute." X Yes or _ No? If no, indicate why and what water conservation measures will be taken. b) If the project involves significant use of water for manufacturing or other processes, indicate what measures will be taken to conserve water (include recycling, efficient machinery, etc.). N/A. Criterion 1 D) Floodways. Demonstrate that the project will not endanger the health, safety and welfare of the public or of riparian owners during flooding: a) If any portion of the project is in or adjacent to the 100-year floodway as identified on the National Flood Insurance Maps (on file with your municipality), demonstrate that the project will not involve any filling or construction within the floodway. (Show location of floodway on site plan.) N/A, this project is not in an area identified as a floodway. b) If any portion of the project is in or adjacent to the 100-year floodway fringe as identified on the National Flood Insurance Maps, demonstrate that the project will not cause a significant increase in the peak flood levels of the river or stream. (Show location of floodway fringe on site plan.) N/A. c) If any fill, structures, storage of materials, or other operations are to be located in the floodway fringe, demonstrate that they will be floodproofed consistent with the National Flood Insurance Program. (Contact the Floodplain Management Section of the Water Quality Division of the Agency of Natural Resources at 244-6951.) N/A. Criterion 1 E) Streams. Demonstrate that the project will maintain the natural condition of any streams, when feasible: a) Indicate the name and location of streams, drainageways, or riparian wetlands on or near the project site and the distance to the closest construction disturbance. (Show precise location of streams and construction limits on site plan.) Muddy Brook is located approximately300 feet to the east of the project site. Lot 11, Green Tree Park, buffers the project site from the top of bank leading to Muddy Brook. Stormwater detention and treatment will be provided on the project site, and conveyed through a grass swale across Lot 11, to a stone swale discharging to Muddy Brook. 5 b) If a stream is located within 100 feet of a disturbed area of the project, indicate how the stream and the lands along the stream will be maintained in their natural condition. (Show undisturbed buffers, revegetation plans, erosion controls, isolation distances to any sewage systems, and the like on site plan.) The stormwater from the project will be discharged to Muddy Brook through a grass swble providing additional treatment, and a stone swale to control erosion by reducing stormwatervelocities. Haybale dams will be placed in the swales to prevent the transport of sediments to Muddy Brook. c) If a section of a stream must be crossed, relocated, or modified, demonstrate that there are no reasonable alternatives and then indicate how the crossing or new stream channel will be constructed in a stable and naturalized condition. (Show details of the construction on site plan.) (Contact the District Fisheries Biologist.) N/A d) Is a Stream Alteration Permit from the Protection Division of the Agency of Natural Resources required for any work in a stream? _ Yes or X No? (Contact the Regional Engineer with the Protection Division of the Agency of Natural Resources.) If yes, what is the status of your application? N/A e) If the project involves the withdrawal of water from a stream, river, pond, or lake, check here [ ] and contact the District Coordinator for further guidance. N/A. Criterion 1 F) Shorelines. Demonstrate that if the project is located along a shoreline, it complies with the four standards relating to the condition of the shoreline listed below: a) Indicate the name and location of any river, lake, pond, or reservoir on or near the project site and the distance to the closest disturbance. (Show location on site plan.) N/A b) If the project is located on or near a shoreline, then answer i) through iv) below: i) Indicate how the shoreline will be maintained in its natural condition. (Show undisturbed buffers, erosion controls, and the like on site plan.) N/A ii) Indicate how and where any existing public access to the water body can be reasonably maintained. (Show details on site plan.) C. N/A iii) Indicate how the vegetation will be provided or retained to screen the project from the water body. (Show details on site plan.) N/A iv) Indicate how the shoreline will be stabilized from erosion with vegetation. (Show details on site plan.) N/A Criterion 1 G)Wetlands. Demonstrate that the project will meet applicable Water Resource Board regulations regarding any impacts on designated significant wetlands: a) Indicate the location of any wetland areas on or near the project site and the distance to the closest disturbance. (Contact the Wetlands Biologist with the Agency of Natural Resources at 244-6951 for assistance in identifying wetland areas.) (Show location on site plan.) N/A b) Indicate how any wetlands and the lands along the wetlands will be maintained consistent with the Water Resource Board regulations, if applicable. (Show undisturbed buffers, erosion controls, isolation distances to any sewage systems, etc. on site plan.) (Contact the Wetlands Biologist for assistance.) N/A c) If the wetland regulations do not apply to any wetlands associated with your project, be certain to address the value of the wetlands under applicable criteria including 1 E (streams), 1 F (shorelines), 4 (soil erosion), 8 (scenic beauty), and 8A (wildlife habitat). Criteria 2 and 3) Water Supply. Demonstrate that the project has sufficient water available for its needs; and that the project will not cause an unreasonable burden on an existing water supply: a) Describe the source(s) of domestic water which will be utilized for the project. (Show location of wells, springs, piping, etc. on site plan.) The watersource for this project will be Champlain Water District, distributed by the City of South Burlington. The project will be served by the existing 6" D.l. water service connected to the 8" D.l. watermain located on the northerly side of Gregory Drive. b) How many gallons of water per day will be needed? 465 GPD How was this figure determined? 7 Total number of employees (20, 000 s. f.) = 31 persons Design Flow = 15 GPD/person 31 persons X 15 GPD/person = 465 GPD c) Demonstrate that the source listed in a) will be of sufficient quantity to meet the daily needs (include nearby well information, pump test results, letter from municipal or private water company, hydrologic study, etc.) There will be adequate water for domestic and fire protection needs with the existing 8" line serving the project area. There is an available fireflow of 2000 GPM with a residual pressure of 20 p.s.i. (see attached hydrant fireflow test). d) If a domestic water source is to be shared by more than one owner, indicate who is legally responsible for its maintenance and possible replacement. (Attach copy of deed restrictions or other evidence which will ensure continued maintenance.) N/A. e) Is Health Department approval necessary for a shared water system or extension of a municipal water line? _ Yes or X No? (Contact the Regional Engineer with the Protection Division or the Health Department at 863-7220.) If yes, what is the status of your application? N/A. f) Describe the source of any commercial or industrial water supply (if different from above) and demonstrate that water exists in sufficient quantity for the needs of the project. (Show details on site plan.) N/A - the proposed uses will not require water supply for commercial or industrial processes. g) Demonstrate that the use of any of the water sources listed in a) or f) above will not restrict the flow of water to other existing users. (Include location and distance to nearby wells or springs, nearby well information, pump test results, letterfrom municipal or private water company, hydrologic study, etc.) N/A, The existing system can provide water service for this project without encumbering the systems present users (see attached hydrant fireflow test). h) If there are any community wells nearby (for example, in mobile home parks, condominium projects, high density subdivisions, etc.) which might be affected by your project, contact the Health Department at 863-7220 to see whether their review is necessary. If their review is necessary, attach a review letter if available. N/A. n Criterion 4) Soil Erosion. Demonstrate that the project will not cause unreasonable soil erosion; and will not cause a reduction in the capacity of the land to hold water so that a dangerous situation results: a) Describe the topography of the project site, the proximity of sloping lands to water bodies and property boundaries, and the potential for soil erosion. (Show contours on site plan in five foot intervals.) (Show precise limits of soil disturbance on site plan.) The project site is presently open and grassed. The site slopes to the south with an existing grade of 5-8%. The site drains away from Gregory Drive, with run-off flowing across the rear of Lot 11, to the top of the gully and on toward Muddy Brook. The soils on the site are clays. The proposed building will require that fill be placed on the rear portion of the parcel to maintain the building finish floor elevation. The maximum depth of fill is approximately six (6) feet. A portion of the front of the parcel will be cut to provide area for parking and drives. A 15 feet wide green strip will be provided along the Gregory Drive right of way. Erosion controls measures are shown on the Site Plan, with Details on Sheet #3. Silt fence and haybale dams will be used during construction to control sediment and erosion. After construction, the parking areas and drives will be paved, and all disturbed areas will be grassed. The soil erosion potential for the developmentis medium, based on the "Vermont Handbook for Soil Erosion and Sediment Control on a Construction Site" (medium TRN, 100 - 400, see attached). b) Indicate what erosion control measures will be taken during construction to prevent eroded sediment from reaching a water body or adjoining property. (Include hay bale dams or silt fences, daily mulching, diversion ditches, sediment basins, etc.) (Show details on site plan.) The temporary erosion control measures and sequencing are as follows: 1) Haybales and silt -fencing will be placed as shown on the Site Plan and sheet #3. 2) Topsoil will be removed from the construction area and stockpiled at temporary locations. Haybales will be staked continuously around the stockpiles. 3) The site work/site grading will then be done. 4) The contractor will topsoil, seed, fertilize, lime and mulch the disturbed areas as soon as possible following the completion of construction. c) Indicate what permanent erosion control measures will be taken after construction to stabilize the site from continued erosion. (Include stone -lined ditches, grassed swales, paving, rip -rap, seeding mixtures, etc.) (Show details on site plan.) The following permanent erosion control measures are to be utilized: �7 1) All disturbed areas are to be grassed. 2) Grass swales will collect and treat sheet run-off from grass slopes and paved surfaces. 3) Stone swales will reduce stormwater velocities, to prevent erosion. 4) Catch basins with 2 foot sumps. 5) The roadway will be paved. 6) A treatment and detention pond will provide additional treatment and reduce post -development flows to pre -development conditions. This project will be constructed in accordance with the erosion control methods and specifications presented on plan drawings. They include catch basin inlet protection, haybale dams, sequencing of erosion control procedures, and other specifications. The plans contain site specific erosion control measures necessary to provide a level of protection at least equivalent to the procedures outline in "Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites". The plans when followed, will allow the project to meet the technical requirements of the Vermont Water Quality Standards. d) If exterior site work or earth moving will occur between October 1 and April 15, indicate what special erosion control measures will be taken to stabilize bare soils through the winter months. A combination of mulching and haybale dams will be used. Seed, fertilizer, and new mulch will be applied in the Spring., e) How frequently will the erosion controls be inspected during construction and who will be accountable for their maintenance? Inspections will occur during after each heavy rainfall. The project contractor will be responsible for compliance with the erosion control methods as specified by the plans and contract requirements. f) Indicate what percentage of the project site will be covered with buildings, roadways, parking areas, or other areas impervious to water. (Show on site plan.) The total building area is 0.46 acres (20,000 s.f.). The total area of drives and parking areas is 0.76 acres. g) Demonstrate how the increased rate of stormwater runoff from these areas will not create a iN dangerous or unhealthy situation for adjoining property owners or downstream areas due to stream bank erosion or flooding. (Show drainage swales, culverts, and retention basins on site plan.) The allowable peak storm water discharge from Lot #12 is 1.7 cfs fora 10 year, 24 hour storm (see Green Tree Park Discharge Permit #1-0546). Storm wateron the project site is collected in grass swales providing treatment and infiltration. Stormwater from the site is discharged at the rear of the parcel and is conveyed through a grass swale, to a stone swale leading to Muddy Brook. A treatment and detention pond is proposed for stormwater from area 001. The treatment and detention pond provides storage for all stormwater run-off from area 001 during a 10 year, 24 hour storm. The peak discharge from the site, including detention provided for area 001, is 1.53 cfs, less than the 1.7 cfs allowed under the original Storm water Discharge Permit for Green Tree Park. In addition, the grass swales conveying stormwater from the site will also provide infiltration. We believe that the proposed stormwater design will not create a negative impact on the adjacent lots, or Muddy Brook (see attached calculations). h) If the project involves the construction of a permanent dam, check here [ ] and contact the District Coordinator for further guidance. Criterion 5) Highways and Other Means of Transportation. Demonstrate that the project will not cause unreasonable congestion or unsafe conditions with respect to the use of highways and other means of transportation: a) Indicate where vehicles will have access to a state or local highway from this project. (Show location on site plan and on site location map.) The project site is located on Gregory Drive, which connects to VT Route 2A approximately 1500 feet to the east. b) Describe the design of the driveway(s) or road intersection(s) and demonstrate adequate safety (include number of lanes, traffic controls or signals, approach grades, sight distances in each direction along the state or local highway, legal speed limits, etc.). (Show details on site plan.) The project will have two curb cuts onto Gregory Drive for improved access for deliveryvehicles. The proposed curb cuts will allow entry from both the front and rear of the proposed building. The proposed drives are 30 feet wide, paved and curbed with 30 foot entrance radii. c) Is a permit required from the Utilities Division of the Agency of Transportation for commercial or residential access onto a state highway? _ Yes or X No? (Contact the Utilities Division of the Agency of Transportation at 828-2653 if you are uncertain.) If yes, what is the status of your application? 11 d) Is a permit required from your municipalityfor access onto a town or city highway? _ Yes or X No? (contact the zoning administrator, town manager, or road commissioner). If yes, what is the status of your application? Highway access approval is part of the City Planning Commission approval. e) If a roadway is involved, indicate the length of the road and the maximum gradient. (show road location, profile, and cross sections on site plan unless waived by District Coordinator) N/A. f) If a subdivision roadway is involved, is it likely to be turned over to the municipality? _ Yes or _ No? If yes, will the road be built to municipal specifications? _ Yes or _ No? Is the municipality likely to accept the road? —Yes or— No? (Include letter from the municipality confirming this.) IF YOU ANSWERED NO TO EITHER QUESTION, BE CERTAIN TO ADDRESS CRITERION 9G (PRIVATE UTILITIES). N/A - the project will be served by two private drives. g) Demonstrate that emergency vehicles and trucks will have sufficient access into the project site and can easily turn around. (Show details on site plan.) The proposed drives intersect at ninety (90) degrees with GregoryDrive, with 30 foot entrance radii, and 30 foot curbed roadway. The design is sufficient for emergency maneuverability, and is reviewed by all City departments including emergency service officials during City Review. h) Demonstrate that adequate parking for peak periods will exist for the project. (Show details on site plan. A total of 38 parking spaces will be provided. Parking space requirements are based upon the Institute of Traffic Engineers, 5 th edition, zoning requirements, and existing parking needs of East Shore Drywall Inc. (see attachments). i) Demonstrate that the traffic associated with the project will not create unreasonable congestion or unsafe conditions on nearby highways or nearby intersections (include traffic counts during peak hours, measurements of delays in entering intersections, recommendations of traffic engineer, etc.) (Contact the District Coordinator for guidance and to determine if a traffic study is necessary.) The traffic generated by the project based on the Institute of Traffic Engineers, 5 th edition (see attached) is as follows: Avg. DailX 91 PM Peak Hour 16 This amount of traffic will not cause unreasonable congestion or unsafe traffic conditions on 12 roadways in the project area (see trip generation distribution form in the Exhibits). k) If the project involves or may affect a railroad, airport, or other means of transportation not addressed in a) through i) above, check here [ ] and contact the District Coordinator for guidance. Criterion 6) Educational Services. Demonstrate that the project will not cause an unreasonable burden on the ability of local governments to provide educational services: a) If the project is residential or involves the creation of jobs, estimate how many school age children will likely result from the project and how that figure was determined. N/A - the proposed project will involve the relocation of East Shore Drywall Inc. from its present location at 14 Berard Drive in South Burlington, and relocation will most likely be involved for the proposed tenants. b) Demonstrate whether the local schools can accommodate the additional students listed under a) without significant hardship (include school impact form attached to application, letter from school district, estimates of student capacity at local schools, location of existing bus routes, etc.). N/A. c) Indicate what mitigation measures can be utilized with the project to offset any significant hardships on the local schools indicated above (include impact fees, phasing schedules, etc.) N/A. Criterion 7. Municipal Services: Demonstrate that the project will not cause an unreasonable burden on the ability of local governments to provide municipal or governmental services: a) Demonstrate that the local fire department can provide fire protection services without significant hardship (include municipal impact form attached to the application, letterfrom fire department, etc.). The South Burlington Planning Commission and staff review includes the fire chief at all phases of the City review process. The Fire Department currently serves the project area. As stated under Criterion 2c. there will be adequate water for fire protection of the proposed building without encumbering the existing water system users. b) Is a Public Building Permit for electrical wiring and fire protection required by the Department of Labor and Industry? X Yes or _ No? (Contact the regional Labor and Industry office.) If yes, what is the status of your application? The department of Labor and Industry will be contacted. N/A. c) Demonstrate that the local police department, constable, or state police, can provide police services for the project without unreasonable burden (include municipal impact form attached to the 13 application, letter from police department, etc.). The South Burlington Planning Commission and staff review includes the police chief at all phases of the City review process. The South Burlington Police Department currently serves this residential area. d) Demonstrate that sufficient solid waste disposal capacity exists at a local landfill, transfer station, or incinerator to meet the needs of the project (include municipal impact form attached to the application, letter from landfill operator, copy of state landfill certification, etc.). The City of South Burlington is a member of the Chittenden Solid Waste District, which provides solid waste disposal services and oversees recycling and waste reduction programs. e) Demonstrate that the municipality, or a volunteer organization serving the area, can provide rescue services for the project without significant hardship. (include municipal impact form attached to the application, letter from rescue squad, letter from town, etc.) The South Burlington Planning Commission and staff review includes all departments. The project area is currently served by the UVM Rescue Squad and the South Burlington Fire Department. f) Indicate what mitigation measures are proposed with the project to offset any significant hardships on the municipal services indicated above (include impact fees, phasing schedules, etc.). There are no mitigation measures necessary, all municipal services currently serve this area and all department reviews are required by City Staff priorto Site Plan Approval. g) Describe any potential impacts to services provided by adjacent municipalities as well as appropriate mitigation measures. N/A. Criterion 8) Scenic Beauty, Historic Sites. and Natural Areas. Demonstrate that the project will not have an undue adverse effect on the scenic or natural beauty of the area, aesthetics, historic sites, or rare or irreplaceable natural areas: a) Describe the visual appearance of the project site and surrounding area as it exists without the project (include open areas, wooded areas, mountains, ridgelines, wetlands, streams or shorelines, existing structures nearby, etc.). (Show existing features on site plan.) The project is located in Green Tree Park, an approved thirteen (13) lot industrial/commercial park located in the Mixed Industrial and Commercial District. The project site is presently grassed, sloping away from Gregory Drive to the south. The site abuts an existing industrial and commercial equipment Ml supply warehouse to the southwest, a vacant lot to the east, and other commercial and light industrial uses across Gregory Drive. b) Demonstrate that the project's visual appearance from a highway, community center, or nearby residences is consistent with the visual appearance of the existing area as described in a) above: i) Demonstrate that the project use (residential, retail, industrial, etc.) is consistent with the existing or planned land uses in the area. Will the project generate any significant noise related impacts during and/or after construction? If so, what mitigation efforts are being proposed. The project is located in Green Tree Park, an approved thirteen (13) lot industrial/commercialpark located in the Mixed Industrial and Commercial District (see attached City Zoning Map). The site abuts an existing industrial and commercial equipment supply warehouse to the southwest, a vacant lot to the east, and other commercial and light industrial uses across Gregory Drive. The project site is buffered to the south by the Muddy Brook drainage corridor. The noise during project construction will be limited to standard construction equipment, and will be mitigated by restricting the construction hours from 7 AM - 4 PM, Monday - Saturday. After construction, the noise will not be significant as proposed uses will be contained within the building. ii) Demonstrate that the building size, density, and location are not out of character with the terrain of the site, the size of nearby buildings, surrounding vegetation, and nearby scenic vistas from highways or community centers. (Show details on site plan.) The development of the project site is consistent with zoning regulations and similar to adjacent lots in the development. The proposed project conforms with lot coverage and layout requirements, including providing a 15 feet wide green strip along Gregory Drive. The proposed uses and building are similar to those on the developed lots within Green Tree Park. There are multiple uses proposed for the building. East Shore Drywall Inc. will occupy approximately 10,000 s. f. with their office and warehouse. The remaining 10,000 s.f. is proposed for lease to up to three tenants. The proposed uses for the lease area include additional warehouse area, and light manufacturing. Since tenants and their needs are unknown at this time, the interior of the lease area will remain unfinished. The exact layout of the interior, and the area occupied will be determined when a tenant is determined. iii) Demonstrate that the architectural style and building materials and colors are not out of character with the style of area buildings (provide drawings of building). The proposed building will be a pre-engineered steel structure similar to existing buildings in Green Tree Park. Review and approval of the Green Tree Park Architectural Control Committee is required to insure conformance with aesthetic standards in the development. (see attached building plans) 15 iv) Demonstrate that parking areas are designed to minimize their visibility from the highway or nearby residences. (Show on site plan.) The parking areas will be located along the proposed building as shown on the attached Site Plan. The parking in the front and side of the building will be screened by landscaping proposed along the 15 feet wide green strip. Existing street trees will also be preserved. The difference in elevation from Gregory Drive to the parking areas, which are at the toe of the slope, will also act to screen parking areas from the roadway. Parking areas to the rear will be screened by the building as well as proposed landscaping along Gregory Drive and the easterly property line. v) Demonstrate that any project signs are designed to minimize their visual impact on the surrounding area (include size, illumination, and colors). (Show location on site plan.) The proposed signs will be in conformance with the City of South Burlington sign ordinance, and will be located at each entrance drive. See attached sketch for sign dimensions and materials. vi) Demonstrate that any exterior lighting is designed to minimize its visual impact on the surrounding area at night, and that it will not glare into the highway or nearby residences (include size, wattage, fixture style, and pole height). (Show location on site plan and include manufacturer's specification sheet.) Parking areas lights will in the locations shown on the attached Site Plan. Fixtures will be 70 watt high pressure sodium cutoff "shoebox" style fixtures mounted at a maximum height of 20 feet (see details on sheet #3). Similar fixtures will be used for building mounted fixtures to be located at entry doors. vii) Demonstrate that any utilities (propane tanks, trash dumpsters, electric distribution lines and poles, etc.) are designed to minimize their visibility from the highway or nearby residences. All utilities will be located underground. Dumpsters will be located behind the building and will be screened from the roadway. viii) Indicate what additional landscaping will be added to the project site to minimize any of the visual impacts discussed above. (Show details on site plan.) A 15 feet wide green strip will be maintained along Gregory Drive, with landscaping proposed along the top of slope, as well as around parking areas. Trees will also be planted along the easterly property line to screen the parking and loading areas. ix) Indicate if any restrictions on tree cutting or earth disturbance will be used to minimize any of the visual impacts discussed above. (Show details on site plan.) The proposed building will be located below the elevation of the roadway. The 16 parking areas in the front of the building are proposed between the building and the slope, which will provide some screening from Gregory Drive. Existing street trees will be preserved, or relocated along the existing roadway. c) Will the project have a significant impact on a historic site identified by the Division of Historic Preservation? _ Yes or _ No? (Contact the Division for Historic Preservation at 828-3226 for guidance.) If yes, what measures will be used to minimize or mitigate the impacts? N/A d) Will the project have a significant impact on a designated rare or irreplaceable natural or fragile area on or near the project site? (Contact the Vermont Natural Heritage Program at 244-7340 for assistance in identifying natural or fragile areas.) N/A Criterion 8A) Wildlife and Endangered Species. Demonstrate that the project will not destroy or significantly imperil necessary wildlife or endangered species habitat: a) Indicate whether any critical wildlife or endangered species habitat exists on or near the project site (include deer wintering areas, bear feeding areas, pristine rivers or streams, wetlands, or the like.) (Contactthe District Fish and Wildlife office for assistance in identifying wildlife habitat.) (Contact the Vermont Natural Heritage Program at 244-8711 for assistance in identifying endangered species habitat.) (Show areas on site plan.) N/A b) If critical wildlife habitat exists on or near the project site, indicate how the project will not destroy or imperil that habitat, or indicate what mitigation measures can be taken to minimize the impact (prepare response to the subcriteria of Criterion 8(a)). (Show details on site plan and attach review letter from the Department of Fish and Wildlife). hyU_J Criterion 9A) Impact of Growth. Will any increase in population associated with the project create an undue financial burden upon the ability of the town or region to accommodate such growth: a) If the project is residential in nature, indicate how many additional people may live in the project, what portion may be seasonal, and what percentage of the total population of the municipality this project represents (include population or housing statistics, etc.). N/A b) Does the municipality have the financial capacity to accommodate this additional population growth or indicate what mitigation measures can be utilized to offset the financial burdens on the municipality (include letter from the municipality, reference answers to criteria 6 and 7, fiscal impact report, etc.)? 17 N/A - the City of South Burlington presently provides municipal services for the project area. Criterion 9B) Primary Agricultural Soils. Demonstrate that the project will not significantly reduce the agricultural potential of primary agricultural soils: a) Does the project site contain primary agricultural soils? If so, indicate how many acres. Has the project been designed to minimize the impact on the future agricultural use of the soils. (Contact the District Soil Conservationist with the Natural Resource Conservation District or the Land Use Planner with the Vt. Department of Agriculture at 828-2504 for assistance.) (Show agricultural soils on site plan or attach soil map.) N/A b) If the project cannot avoid significant reduction in the potential of the primary agricultural soils as identified in a) above, then answer i) through iv) below: i) Demonstrate that there is no other use of the site which would have less impact on the primary agricultural soils, but would still provide a reasonable rate of return on the fair market value of the project lands taken as a whole, including a scaled down version of the proposed project (include financial analyses of alternative designs of the project and alternative projects which show returns on the fair market value of the land including the investment). N/A. ii) Demonstrate that there are no other non -primary agricultural soils owned by the applicant or co -applicant which are reasonably suited for this project. N/A. Demonstrate that the project has been clustered or otherwise designed to minimize the reduction of primary agricultural soils in order to retain the better soils in larger, farmable units under unified ownership. (If a subdivision is involved, attach deed restrictions which assure common ownership or control of the preserved agricultural soils.) (Contact the Land Use Planner with the Vt. Department of Agriculture at 828-2504 for assistance.) N/A. iv) Demonstrate that the project will not significantly interfere with or jeopardize the continued agricultural use of adjoining lands or reduce their agricultural or forestry potential. N/A. Criterion 9C) Forest and Secondary Agricultural Soils. Demonstrate that the project will not significantly reduce the potential of secondary agricultural soils or forest soils: a) Indicate whether the project site (acreage owned by applicant or co -applicant) contains of soils which have long term commercial forestry potential as identified by the U.S. Soil Conservation Service, or by the state County Forester. (Contact the District Soil Conservationistwith your Natural Resource Conservation District or your state County Forester for assistance.) (Show forest soils on site plan.) N/A - the site is presently open and grassed, and located within an existing commerciallIndustrial park. b) If the project site does contain forest soils, indicate how the project has been designed to minimize the impact on the future forestry use of the soils. N/A. c) If the project cannot avoid a significant reduction of the forest soils as identified in a) above, then answer i) through iii) below: i) Demonstrate that there is no other use of the site which would have less impact on the forest soils, but would still provide a reasonable rate of return on the fair market value of the project lands taken as a whole, including a scaled down version of the proposed project (include financial analysis of project and alternative projects which show returns on the fair market value of the land as a whole). N/A. ii) Demonstrate that no other non -forest soils owned by the applicant or co -applicant which are reasonably suited for this project. N/A. iii) Demonstrate that the project is clustered or otherwise designed to minimize the reduction of forest soils and to retain the better soils in larger, manageable units under unified ownership. (If a subdivision is involved, attach deed restrictions which assure common ownership or control of the retained forest soils.) (Contact your County Forester for assistance in designing projects.) Criteria 9D and 9E) Earth Resources. Demonstrate that the project will not interfere with the future extraction of earth resources; and demonstrate that if the project involves the extraction of earth resources that it will not unduly harm the environment or neighboring land uses, and will be reclaimed for an alternative use: a) Does the project site have a high potential for extraction of mineral or earth resources? _ Yes or X No? (Contact the State Geologist at 244-5164.) 19 b) If yes, then indicate how access to the resource can be maintained in the future. N/A. c) If the project involves the extraction of earth resources for commercial sale, or involves extensive use of borrow material from on site or nearby, answer i) through iv) below: (Contact the District Coordinator if you need assistance.) i) Demonstrate that any proposed blasting will not damage nearby water supplies or structures, and will be limited in duration and size so as to not be a continual nuisance for nearby residents (include blasting plan, insurance information, notification process, hydrogeologic reports, etc.). NIA. ii) Demonstrate that any trucking of excavated material will not unduly damage area highways, and will be reasonably limited in duration and frequency so as to not be a continual nuisance for nearby residents (include trucking plan, hours of operation, extraction rates, vehicle trips per day, etc.). N/A. iii) Describe the reclamation plans for the extraction area and how those plans can be financially assured (include final contours on site plan, landscaping plan, future land uses, bonding plan, escrow contribution schedule, etc.). N/A. Criterion 9F) Energy Conservation. Demonstrate that the project reflects the principles of energy conservation and utilizes the best available technology for energy efficiency: a) If the project involves commercial, institutional, or industrial buildings, indicate what measures will be used to conserve energy (include details on insulation, windows and doors, heating and ventilation, lighting, etc.). (Contact the Public Service Department at 828-2393 or at 1-800-642- 3281 assistance.) The occupied areas within the building will be constructed with minimum insulation values of R-19 in the walls, and R-38 in the ceilings and roof. b) If the project involves commercial, institutional, or industrial buildings, demonstrate that electrical use has been limited to those uses for which no alternative energy source is reasonably suited. Occupied areas of the proposed building will be heated utilizing the natural gas as the fuel source. The warehouse portions of the building will not be heated. Electrical heat will not be used. Mir c) If the project involves a residential subdivision or condominiums, would you object to a permit condition which read: "The permittee and all subsequent owners shall install and maintain energy conservation measures in any heated structures, including insulation with a R-value of at least R-19 in the exterior walls, at least R-38 in the roof or cap and at least R-10 around the foundation or slab, with double pane glass or storm windows and insulated doors." _ Yes or X No? If no, indicate why and what energy conservation measures will be required. N/A. d) If the project involves a residential subdivision, condominiums or a commercial development, would you agree to a permit condition which read: "The installation of electric resistance space heating equipment in any building is expressly prohibited without prior District Environmental Commission approval"? X Yes or _ No? If no, indicate why and why more efficient forms of energy cannot be used for space heating. N/A. Criterion 9G) Private Utilities. Demonstrate that any private utilities (shared by two or more owners) will not become a burden on the municipality if it must assume responsibility for them: a) Indicate whether any of the utilities (road, water system, sewer line, septic system, etc.) will be controlled by more than one owner, and if so, indicate who will be legally and financially responsible for ongoing maintenance and eventual replacement. N/A - the drives, parking areas, and utility services will be owned and maintained by the owner. b) If a private utility will likely be transferred to the municipality, indicate how it will meet municipal specifications. Criterion 9H) Scattered Development. Demonstrate that if the project is not physically contiguous to an existing settlement, it will not result in greater costs to the municipality than it provides in additional tax revenues and other public benefits: a) Indicate whether the project site is physically contiguous to an existing settlement (be certain to include site location map). The project site is located in Green Tree Park, an existing commercial/industrial park. The parcel is located within the Mixed Industrial and Commercial District. b) If the project is not contiguous to a settlement, demonstrate that the additional tax revenues and other public benefits of the project outweigh the additional costs of providing municipal services to the project (information generated under criteria 5, 6, 7 and 9A). 21 N/A - the project is currently served by municipal services. c) Indicate what mitigation measures can utilized with the project to offset any excessive costs for the municipality indicated above which are not offset by additional tax revenues or other public benefits (include impact fees, phasing schedules, etc.). QW-11 Criterion 9J) Public Utilities. Demonstrate that the project will not place an excessive or uneconomic demand on any necessary governmental or public utility facilities or services: a) Indicate what governmental services or public utility services are needed and demonstrate that such services can be provided without undue burdens. There are existing electrical and gas utilities located on the project site. A letter has been sent to Green Mountain Power and Vermont Gas Systems requesting service for the proposed project. b) If the project involves commercial, institutional, or industrial uses, indicate how electrical use will be minimized during peak periods of energy demand in the service area for the utility (include major sources of energy usage, letter from the utility serving the project, etc.). A letter has been sent to Green Mountain Power and Vermont Gas Systems requesting service for the proposed project. The proposed project will not result in an excessive energy demand. Electric heat will not be used. c) If any utility lines cross the project site other than along the highway, demonstrate that the utility lines will not be significantly affected (include letter from utility company). (Show utility lines on site plan). N/A Criterion 9K) Public Investments. Demonstrate that the project will not endanger any adjacent public investment: a) If any public facilities or lands are located adjacent to or on the project site, demonstrate that the project will not significantly affect those facilities (include highways, parks, schools, fire stations, sewer lines, etc.). N/A. Criterion 9L,) Rural Growth Areas. To the extent that the project parcel or any area within the parcel is identified as a "rural growth area," indicate how the project has been clustered or otherwise designed to provide for reasonable population densities and rates of growth to economize on the cost of roads, utilities 22 and land usage. (Contact the District Coordinator if you need assistance.) N/A - the project site is located in the Mixed Industrial and Commercial District in the City of South Burlington, and the Commercial district as designated by the Chittenden County Regional Plan (see attached CCRPC land use maps). Criterion 10) Local and Regional Plans. Demonstrate that the project conforms to the municipal plan or regional plan or municipal capital program adopted under 24 V.S.A., Chapter 117: a) Is there a duly adopted town plan? If so, explain how the project conforms to that plan with regard to land use, goals and objectives, and comments from local authorities (include copy of plan's land use map, relevant plan language on appropriate land uses or building densities, letter from the planning commission, etc.). The projectis located within Green Tree Park an existing approved commerciabrindustrialpark located in the Mixed Industrial and Commercial District. Site Plan review before the Planning Commission is pending. b) Indicate what type of land uses are encouraged or allowed on the project site under the regional development plan if one exists (include copy of plan's land use map, relevant plan language on appropriate land uses or building densities, letter from the regional planning commission, etc.) (Contact your regional planning commission for assistance.) The project site is located in the Commercial district as designated by the Chittenden County Regional Plan. The project area is within an Industrial/Commercial area proposed on the Future Land Use Map. c) Does the municipality have a capital program? If so, indicate how the project conforms to the program. (Note: contact your town planner or planning commission for assistance.) Joe Weith, the City Planner, will address the project in relation to the capital improvementprogram in conjunction with.the completion of the Municipal Impact Questionnaire. 23 LAMOUREUX, STONE & O'LEARY Consulting Engineers and Land Surveyors 14 Morse Drive (802) 878-4450 Essex Junction, Vermont05452 Fax (802) 878-3135 July 12, 1996 Carol Carpenter Permits, Compliance, and Protection Annex Building 103 South Main Street Waterbury, VT 05671-0405 RE: East Shore Drywall, Inc. Lot #12, Green Tree Park, South Burlington, VT Dear Ms. Carpenter: We are writing on behalf of East Shore Drywall, Inc. (c/o Mark Rocheleau) in regards to the proposed development of Lot 12, Green Tree Park located off Gregory Drive in South Burlington. We have previously submitted a request for your review and concurrence that a stormwater discharge permit amendment is not required for this project. Following review by the City Engineer, we have revised the discharge point for the project. Stormwaterfrom the site will now be conveyed to the southerly corner of Lot 12. Stormwater will be directed to a grass swale flowing westerly through an existing storm easement on Lot 11. The grass swale will convey stormwater from the site to a stone swale discharging to Muddy Brook. Areas 001 and 003 remain unchanged, except that the discharge from the treatment and detention pond will be to the grass swale at the rear of Lot 12. The post development peak discharge from the site based on a 10 year, 24 hour storm is 1.55 cfs. The post -development peak discharge from the site is less than the allowable peak discharge from Lot 12 (1.7 cfs) under the original Stormwater Discharge Permit for Green Tree Park, therefore an amendment should not be required. We have enclosed a copy of the revised Site Plan and calculations for your records. Please call with any further questions. Sincerely, Andrew Rowe enclosures cc: Mark Rocheleau Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying LAMOUREUX, STONE & O'LEARY Consulting Engineers and Land Surveyors 14 Morse Drive (802) 878-44�0 Essex junction, Vermont 03432 Fax B02i 878-313 June 20, 1996 Randy Bean Permits, Compliance, and Protection Annex Building 103 South Main Street Waterbury, VT 05671-0405 RE: East Shore Drywall, Inc. Lot #12, Green Tree Park, South Burlington, VT Dear Mr. Bean: We are writing on behalf of East Shore Drywall, Inc. (c/o Mark Rocheleau) in regards to the proposed development of Lot 12, Green Tree Park located off Gregory Drive in South Burlington. The proposed project is a 20,000 s.f. facility located within the existing Green Tree industrial/commercial park. The proposed uses include an office and warehouse for East Shore Drywall Inc. in approximately 10,000 s.f. of the structure. The additional 10,000 s.f. will be leased for warehouse and/or light manufacturing uses to up to three tenants. Green Tree Park Inc. (c/o Powerline Communications) received the original Discharge Permit (#1-0546) for discharge of stormwater run-off from the development to Muddy Brook on October 6, 1987. We are requesting your review and concurrence that a stormwater discharge permit amendment is not required for this project. The site is presently grassed, and slopes away from Gregory Drive, easterly toward Muddy Brook. Soils on this site are predominantly clays (see attached portion of SCS Soil Survey). The proposed building will be served by the existing municipalwater, sanitarysewer, and stormwater sewer systems. The total area of proposed paved drives and parking areas is approximately0.76 acres. The site has been designed to utilize overland flow and grass swales for stormwater treatment. All remaining disturbed areas will be landscaped or grassed. Catchbasins with two foot sumps will collect run-off and convey stormwater to the existing municipal collection system. A stormwater treatment and detention pond has been proposed to maintain post -development stormwater flows to pre -development conditions. Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying Randy Bean June 18, 1996 Page 2 The allowable peak stormwater discharge from Lot #12 is 1.7 cfs for a 10 year, 24 hour storm (see Exhibit A, Green Tree Park Discharge Permit). Stormwater analysis for post -development conditions were based upon two discharge points from the site. Area 003 contains run-off from a portion of the building roof and parking areas which discharges at the rear of the lot toward Muddy Brook. The peak discharge from area 003 is 0.36 cfs, based upon a 10 year, 24 hour storm. Areas 001 and 002 include the remainder of the site, which will discharge to the existing municipal stormwater collection system at the proposed manhole located in Gregory Drive. The peak discharge for areas 001 and 002 is 3 cfs based upon a 10 year, 24 hour storm. Run-off from area 002 is collected in a shallow grass swale flowing north to a proposed catchbasin. This long, shallow swale will provide treatment and infiltration for run-off from the roof and parking surfaces. A treatment and detention pond is proposed for stormwater from area 001. The treatment and detention pond provides storage for all stormwater run-off from area 001 during a 10 year, 24 hour storm. The peak discharge from the site, including detention provided for area 001, is 1.86 cfs. This does not consider infiltration that will likely occur in the grass swale at the rear of the building (area 002). It is our belief that the proposed stormwater design will not create a negative impact on the adjacent lots, or Muddy Brook. This project proposes construction of less than one acre of pavement area, and is classified under Group I. Therefore, we believe that this project does not meet the definition of "large scale development", and does not require an amendmentto the original stormwater Discharge Permit (1-0546). We have enclosed a copy of the project plans and stormwater analysis calculations for your review. We are requesting a letter stating your concurrence that a permit is not required. If you have any questions, or need further information, please call this office. Sincerely, Andrew Rowe enclosures cc: Mark Rocheleau Robert Willis 96042BEA.WPD LANIOUREUX, STONE & O'LEARY Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 802-878-4450 HYDRANT FIRE FLOW TEST PROJECT C� ZE-F—�N I yZ E 1��1ZIL - L-C)l Z PROJECT NO. DATE BY SovT�� t?v�L� r C-r l l;ti' If �Aj D DATE CHECKED BY A39 - { FQi�� D C 1� l C SKETCH PLAN: t-1yD 4�' 0 H�°��� H yD 43o Gj L_T l L MEASUREMENTS: 1. USE 2'/2" HYDRANT OUTLET (INDICATE IF OTHER THAN 2'/2) 2. Static Pressure /� S psi SO 3. Flow Readings: Hydrant 91 /l r:5)Czl GPM Hydrant 92 GPM Total available flow = GPM #43 ► 4. Residual Pressure lq'� psi (must be at least 10 psi below static pressure) 171-ATic. �Sf 5. Discharge at 20 psi residual ZOoo GPM (Use formula 2). FORMULAS: H 0.54 9 1) Q = 29.83 Cd2P 2) Q20=QF H 0.54 F 9z`' ZvUv C7 ovl Q = Discharge in GPM Q20 = Discharge at 20 psi C = Hydrant Coefficient (0.90) QF = Actual Test Discharge d = Diameter of outlet in inches HR = Drop from original static pressure to 20 psi residual P = Velocity Pressure in psi HF = Pressure drop during test in psi I. AREA Worksheet I1. Roads a, Total disturbed length of disturbed rights -of -way: ft I b. Total disturbed width of disturbed rights -of -ways ft o. Multiply length by widths i sue. . of roads 2. Buildings a. Total length of disturbed area around proposed buildings: ft b. Total width of disturbed area around proposed bulldingss ^ft C. Multiply length by width: 'T/q of buildings Or use planimeter for irre<Jularly shaporl arons. 3. Other disturbed areas (parking lots, ski trails, sewage disposal areas, quarry sites, reservoir sites) a. Total length of disturbed solli ft b. Total width of disturbed soils ft o. Multiply length by widths ' ` Sq-''ft of Or. use planimeter. disturbed soil GV t 1 4. Total Total the square feet of disturbed soil, convert to acres by dividing by 43,5601 7 Total square feet: - 43,560 = acres I5. Determine the Area Rating Number (A) from the con^erslon chart below, enter It In the lower right corner of the page, and In the Classification Formula cn pace 22. I acres A 0 - 0.25 1 0.26 - 3.00 2 3.10 - 6.00 3 6.10 - lo.00 4 I 10.10 - 15,00 5 15,10 - 20.00 6 20.10 - 30.00 ( 30.10 - 40.00 8 40.10 - 50.00 0 50.00 10 (a) II. SLOPE Worksheet. 1. Using a contour rap of the construction site, locate the contour line of highest elevation of disturbed soil*: elevation: ft 2. Prom the same map, locate the contour line of lowest elevation of disturbed soil on the site*: elevations ft 3. Subtract the lowest elevation from the highest*: -S` ✓ difference: ft 4. Using the map scale, determine the horizontal distance* between the two closest points of highest and lowest elevation (see example on the following page): distances ft 5, Calculate the steepest average slope of disturbed soils: Divide the difference In elevation (13) by the horizontal distance (#t,): Difference: - Distance: x 100 percent slope 20 I 6. Determine the Slope Rating Number (S) from the conversion chart below, enter It in the lower right corner of this page, and In the Classification Formula on page 22. Percent Slope S 0 - 1.0 1 1.1 - 2.0 2 2.1 - 4.0 3 4.1 - 6.o 4 6.1 - S.o 5 8.1 - 10.0 6 10.1 - 12.0 7 12.1 - 14.0 9 14.1 - 16.o 9 16 + 10 *Accurately surveyed- elevations and distances, or information from the site topographic map, I L (S) are acceptable. SLOPE EXAMPLE /DS /30 zt u 136 //✓«�eGJ- f � �- Lc�lo�i clr L REcT Lc ��st E/�vaTicn $L PE Gc r"A—A SfP--JtN1 S Tom? ' PLFN rKcvfari 120 _ Correct Slope Deter3lnaticn T.ye steepest average slope is messurod bs twe-n the closest points of the highest and lowest elevations: high elevation: 135 ft low elevation: 120 ft distance: 4C0 ft Slope = (135 — 120) X 100 = 3.75 Percent Slore 400 Therefore the Slope ?ating ;lumber (S) = 3. III. TIPC Vorkshee t To establish the Time R.atlnc Number (T), determine the length of time the disturbed soil will remain over. and unstabillzed in weeks cr months. If the project is to be phased over a period of months or years, evaluate each const.-uctlon phase separately. .there inadequate information is available to evaluate the time factor, estimate the longest reasonable time for the proposed project, using SIX months for smaller projects, and the construction deadline dates in the State Land Use Permit for larger projects. 21 Starting date: Finishing date: Length of time of soil disturbances or month .leeks iIonths T 1 0.25 0 1.1 - 4 0.26 - 1 1 5 - 8 1.25 - 2 233 13 - 16 3.25 - 4 4 17 — 20 4.25 — 5 5 21 - 24 5.25 - 6 6 25 — 28 6.25 — 7 7 29 — 32 7.25 — 8 3 33 — 36 8.25 — 9 9 36 + 9 + 10 (T) IV. PROXINITr Worksheet To determine the Proximity Hating Number (?), measure the distance from the closest nolnt of dlst'jrbed soil on the construction site to the nearest critical natural or Tan -made feature In the downslooe direction. Such features include streams, ponds, roads, bulldln3s, parking lots, utilities, end wetlands. Distance to nearest critical feature: ft Determine the Proximity Hating Number (P) from the conversion chart below, enter it In the lower right corner of this page, and In the Classification Formula on page 22. r Distance I Downslooe (feet) P 0 - -0 10 31 - 6o 9 61 - too 8 101 - 200 7 201 - 300 6 301 - 500 5 501 - 1000 4 1001 - 2000 3 2001 sl 3001 ; 3000 1 f (P) CLASSIFICATION PORMUTA Wnrkshrnt The Classification FOrmula Is: i' TRN = A x( S + T) x P Enter the calculated values for each Rating Number In the blanks below, and calculate the Total Rating Number. (A) (S) (T) (P) 11LS i The calculated erosion potential for a construction } project Is determined as below: 1� I !� TRN Erosion Potential less than 100 low 100 to 400 �( medlum�' I; greater than 400 high The erosion potential for your construction project Is: 22 I State of Vermont Department of Fish and Wildlife Department of Forests. Parks and Recreation Department of Water Resources & Environmental Engineering Natural Resources Conservation Council State Geologist Green Tree Park Inc. c/o Powerline Communications 123 Industrial Avenue Williston, Vermont 05495 Dear Sir: AGENCY OF ENVIRONMENTAL CONSERVATION 103 South !Main Street 'Waterbury, Vermont 05676 Department of Rater Resources and Environmental En&eerincr West Office Building n A A CC-7A October 6, 1987 RE: Final Discharge Permit File No. 04-03-081 Enclosed is your copy of the above referenced permit which has been signed by the Commissioner of Environmental Conservation, Agency of Natural Resources. Please read the entire permit carefully and familiarize yourself I with all its terms and conditions. Your attention is particularly directed to those conditions which may require written responses by certain dates. If.you have any questions concerning your permit, please contact us at once. Sincerely, Brian D. Kooiker Permit Administrator Permits and Compliance Section BDK/sd Enclosure: (1) cc: Katherine Vose, District Coordina or Norm Smith, Consulting Engineer Regional Offices - Barre/Essex Jct./Pittsford/N. Springfield/St. Johnsbury STATE OF VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION Page 1 of 3 DISCHARGE PERMIT In compliance with provisions of 10 V.S.A. 1263 Green Tree Park Inc. c/o Powerline Communications 123 Industrial Avenue Williston, Vermont 05495 File No. 04-03-081 Permit No. 1-0546 and in accordance with "Terms and Conditions" hereinafter specified, the above named permittee is hereby granted permission to discharge stormwater runoff from Green Tree Park, an industrial/commercial park located off the Shunpike Road in South Burlington, Vermont, to Muddy Brook. 1. Expiration Date: March 31, 1992. Note: This permit, unless revoked, shall be valid until the designated expiration date despite any intervening change in water quality, effluent, or -treat/Ucrit standards of the classification of the receiving waters. Eowever, any such changed standard or classification shall be applied in determining whether or not to renew the permit pursuant to 10 V.S.A. 1263. Re -apply for a discharge permit by September 30, 1991. 2. Revocation: 10 V.S.A. 1267 provides as follows: "The Secretary..may revoke any permit issued by him pursuant to this subchapter if he finds that the permit holder submitted false or inaccurate information in his application or has violated any- requirement, restriction, or condition of the permit issued. Revocation shall be effective upon actual notice thereof to the permit holder." 3. Transfer of Permit: This permit is not transferable without prior written approval of the Secretary. The permittee shall notify the Secretary immediately, in writing, of any sale, lease, or other- transfer- of ownership of the. property from which the discharge originates. The permittee shall 4also inform the new owner or tenant of' his". responsibility to make application.for a permit which "shall be issued in his name.' Any failure to do so shall be considered a violation of this permit. 4. Receiving Waters: Muddy Brook Page 2 of 3 5. Manner of Discharge: Permit No. 1-0546 SIN 001 - Via catch basins to an existing storm drainage system along Shunpike Road to Muddy Brook. SIN 002 - Via catch basins and through pipe, to a sedimentation/detention basin, then through a rip -rapped outlet and overland flow across vegetated terrain to Muddy Brook. 6. Wastes Permitted: SIN 001 - Storm water runoff from paved roads and natural terrain after passage through catch basins. SIN 002 - Storm water runoff from paved roads and natural terrain after treatment of the runoff in a sedimentation/detention basin and by overland flow across vegetated terrain. NOTE: Exhibit A, attached to this permit, lists the maximum allowable rates of discharge for the lots in this industrial park based on a 10 year, 24 hour storm. Each lot owner will be responsible for treatment of storm water runoff in accordance with applicable permit regulations. 7. Volumes Permitted: The post development peak flow for the park shall not exceed the pre -development peak flow for a 10 year, 24 hour storm. 8. Frequency of Discharge: Daily 9. Operation and Treatment: Treatment as specified in #6 above. For details on the treatment of stormwater runoff for this Trudell Consulting Engineers, Inc. plans and.details: Sheet P1 dated 2/5/87; P2 dated 2/9/87; P3 dated 2/13/87; and D2 dated 1/28/87. 10. Maintenance and Maintenance Reporting Requirements: All catch basins, settling ponds, recharge basins, or other treatment devices or facilities shall be maintained in good operating order at all times and shall be cleaned quarterly and at such other times as necessary to maintain design treatment levels. NO LATER THAN JANUARY 31`OF EACH YEAR A WRITTEN REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NPDES PERMIT SECTION, 103 SOUTH MAIN STREET, WATERBURY, VERHONT 05676, PROVIDING THE DATES AND NATURE OF CLEANING OPERATIONS CARRIED OUT IN THE PRECEDING YEAR. Paved parking lots and roads should be swept on a regular basis when seasonally practicable to minimize contaminants carried to the treatment device by runoff. Page 3 of 3 Permit No. 1-0546 11. Personnel and Training Requirements: Such personnel and training as necessary to fulfill the requirements of #10 above. 12. Monitoring and Reporting Requirement: No monitoring required; reporting requirement as specified in #10 above. 13. Miscellaneous Requirements: Not Applicable 14. Issue Date of Permit: A6A-? AGENCY OF NATURAL RESOURCES By Commis Toner Department of Environmental Conservation TRANSFER APPLICATION I, , hereby apply for permission to discharge waste into the waters of the State of Vermont under the provisions of Discharge Permit No. 1-0546, previously issued to Signed: EXHIBIT A Allowable Peak Runoff Per Lot MAXIMUM RUNOFF ALLOWED LOT # TOTAL AREA FROM LOT TO MUDDY BROOK (acres) (c.f.s.) 1 3.56 3.3 2 3.71 3.4 3 1.85 1.7 4 2.14 1.9 5 1.70 1.6 6 1.80 1.7 7 1.70 1.6 8 1.76 1.6 9 1.11 1.0 10 1.16 1.1 11- 1.81 1.7 12 1.79 1.7 13 -------------------------------------------------------------------------- 2.74 2.5 Quick TR-55 Version: 5.46 SIN: Page 2 TR-55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 06-17-1996 10:30:53 Watershed file: --> h:\pondpack\9642PO .WSD Hydrograph file: --> h:\pondpack\9642PO HYD EAST SHORE DRYWALL POST -DEVELOPMENT 10 YEAR STORM >>>> Summary of Subarea Times to Peak <<<< Subarea -------------- AREA 001 -------------- Composite Watershed Peak Discharge at Composite Outfall (cfs) -------------- -------------- Time to Peak at Composite Outfall (hrs) --- 12.1 / ------------ 12.1 Quick TR-55 Version: 5.46 SIN: Page 1 TR-55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 06-17-1996 10:30:53 Watershed file: --> h:\pondpack\9642PO WSD Hydrograph file: --> h:\pondpack\9642PO HYD EAST SHORE DRYWALL POST -DEVELOPMENT 10 YEAR STORM >>>> Input Parameters Used to Compute Hydrograph <<<< Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) I (in) input/used ------------------------------------------------------------------------------- AREA 001 0.78 ✓ 88.0-/ 0.10 0.00 3.03 1 1.84 .09 .10 * Travel time from subarea outfall to composite watershed outfall point. Total area = 0.78 acres or 0.00122 sq.mi Peak discharge = 2 cfs >>>> Computer Modifications of Input Parameters <<<<< Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages ------------------------------------------------------------------------------- AREA 001 0.12 ✓ 0.00 0.10 0.00 No Computed Ia/p < .1 ------------------------------------------------------------------------------- * Travel time from subarea outfall to composite watershed outfall point. Quick TR-55 Version: 5.46 SIN: Page 3 TR-55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 06-17-1996 10:30:53 Watershed file: --> h:\pondpack\9642PO .WSD Hydrograph file: --> h:\pondpack\9642PO .HYD EAST SHORE DRYWALL POST -DEVELOPMENT 10 YEAR STORM Composite Hydrograph Summary (cfs) Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 Description hr hr hr hr hr hr hr hr hr ------------------------------------------------------------------------------- AREA 001 0 0 0 1 1 2 1 0 0 ------------------------------------------------------------------------------- Total (cfs) 0 0 0 1 1 2 1 0 0 ------------------------------------------------------------------------------ Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 Description hr hr hr hr hr hr hr hr hr ------------------------------------------------------------------------------- AREA 001 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- Total (cfs) 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 Description hr hr hr hr hr hr hr hr hr ------------------------------------------------------------------------------- AREA 001 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- Total (cfs) 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------- Subarea 18.0 19.0 20.0 22.0 26.0 Description hr hr hr hr hr ------------------------------------------------------------------------------- AREA 001 0 0 0 0 0 ------------------------------------------------------------------------------- tal (cfs) 0 0 0 0 0 Quick TR-55 Version: 5.46 SIN: TR-55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 06-17-1996 10:30:53 Watershed file: --> h:\pondpack\9642PO .WSD Hydrograph file: --> h:\pondpack\9642PO HYD EAST SHORE DRYWALL POST -DEVELOPMENT 10 YEAR STORM Time Flow (hrs) ----------------- (cfs) 11.0 0 11.1 0 11.2 0 11.3 0 11.4 0 11.5 0 11.6 0 11.7 0 11.8 1 11.9 1 12.0 1 12.1 2 12.2 1 12.3 0 12.4 0 12.5 0 12.6 0 12.7 0 12.8 0 12.9 0 13.0 0 13.1 0 13.2 0 13.3 0 13.4 0 13.5 0 13.6 0 13.7 0 13.8 0 13.9 0 14.0 0 14.1 0 14.2 0 14.3 0 14.4 0 14.5 0 14.6 0 Time Flow (hrs) ----------------- (cf s) 14.8 0 14.9 0 15.0 0 15.1 0 15.2 0 15.3 0 15.4 0 15.5 0 15.6 0 15.7 0 15.8 0 15.9 0 16.0 0 16.1 0 16.2 0 16.3 0 16.4 0 16.5 0 16.6 0 16.7 0 16.8 0 16.9 0 17.0 0 17.1 0 17.2 0 17.3 0 17.4 0 17.5 0 17.6 0 17.7 0 17.8 0 17.9 0 18.0 0 18.1 0 18.2 0 18.3 0 18.4 0 Page 4 Quick TR-55 Version: 5.46 SIN: Page 5 TR-55 TABULAR HYDROGRAPH METHOD Type II Distribution (24 hr. Duration Storm) Executed: 06-17-1996 10:30:53 Watershed file: --> h:\pondpack\9642PO .WSD Hydrograph file: --> h:\pondpack\9642PO HYD EAST SHORE DRYWALL POST -DEVELOPMENT 10 YEAR STORM Time Flow (hrs) (cfs) ----------------- 18.6 0 18.7 0 18.8 0 18.9 0 19.0 0 19.1 0 19.2 0 19.3 0 19.4 0 19.5 0 19.6 0 19.7 0 19.8 0 19.9 0 20.0 0 20.1 0 20.2 0 20.3 0 20.4 0 20.5 0 20.6 0 20.7 0 20.8 0 20.9 0 21.0 0 21.1 0 21.2 0 21.3 0 21.4 0 21.5 0 21.6 0 21.7 0 21.8 0 21.9 0 22.0 0 22.1 0 22.2 0 22.3 0 Time Flow (hrs) (cf s) ----------------- 22.4 0 22.5 0 22.6 0 22.7 0 22.8 0 22.9 0 23.0 0 23.1 0 23.2 0 23.3 0 23.4 0 23.5 0 23.6 0 23.7 0 23.8 0 23.9 0 24.0 0 24.1 0 24.2 0 24.3 0 24.4 0 24.5 0 24.6 0 24.7 0 24.8 0 24.9 0 25.0 0 25.1 0 25.2 0 25.3 0 25.4 0 25.5 0 25.6 0 25.7 0 25.8 0 25.9 0 Quick TR-55 Ver.5.46 SIN: Executed: 15:13:50 06-14-1996 EAST SHORE DRYWALL POST-DEVLOPMENT RUNOFF CURVE NUMBER DATA .................................................................. .................................................................. Composite Area: AREA 001 AREA CN SURFACE DESCRIPTION (acres) -------------------------------- --------- ---- IMPERVIOUS 0.46 98 OPEN/GRASS 0.32 74 COMPOSITE AREA ---> 0.78 88.2 ..................................................... ..................................................... ( 88 )" Quick TR-55 Ver.5.46 SIN: Executed: 10:24:49 06-17-1996 h:\pondpack\9642PO1.TCT EAST SHORE DRYWALL POST -DEVELOPMENT Tc COMPUTATIONS FOR: AREA 001 SHEET FLOW (Applicable to Tc only) Segment ID G-H H-BASIN Surface description GRASS PAVEMENT Manning's roughness coeff., n 0.2400-' 0.01501" Flow length, L (total < or = 300) ft 35.01/ 65.0 Two-yr 24-hr rainfall, P2 in 2.100 2.000 Land slope, s ft/ft 0.0540 0.0100✓ 0.8 .007 * (n*L) I T =-------------- hrs 0.09 + 0.03 = 0.12 0.5 0.4 P2 * S SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved)? I Flow length, L ft 0.0 Watercourse slope, s ft/ft 0.0000 0.5 I Avg.V = Csf * (s) ft/s 0.0000 where: Unpaved Csf = 16.1345 IPaved Csf = 20.3282 T = L / (3600*V) hrs 0.00 = 0.00 I CHANNEL FLOW Segment ID Cross Sectional Flow Area, a I sq.ft 0.00 Wetted perimeter, Pw ft 0.00 Hydraulic radius, r = a/Pw ft 0.000 Channel slope, s ft/ft 0.0000 I Manning's roughness coeff., n 0.0000 2/3 1/2 1.49 * r * s I V =-------------------- ft/s 0.0000 n Flow length, L ft 0 IT = L / (3600*V) hrs 0.00 = 0.00 ....................................................................... i TOTAL TIME (hrs) 0.12 i POND-2 Version: 5.20 SIN: EXECUTED: 06-17-1996 11:02:42 Page 6 ****************** SUMMARY OF ROUTING COMPUTATIONS ****************** Pond File: h:\pondpack\9642PND PND Inflow Hydrograph: h:\pondpack\9642PO HYD Outflow Hydrograph: h:\pondpack\9642PND .HYD Starting Pond W.S. Elevation = 337.00 ft ***** Summary of Peak Outflow and Peak Elevation ***** Peak Inflow = 2.00 cfs Peak Outflow = 0.00 cfs Peak Elevation = 340.44 ft ***** Summary of Approximate Peak Storage ***** Initial Storage = 0.00 ac-ft Peak Storage From Storm = 0.05 ac-ft --------------- Total Storage in Pond = 0.05 ac-ft >>>>>> Warning, peak outflow = last ordinate point. <<<<<< POND-2 Version: 5.20 SIN: EXECUTED: 06-17-1996 11:02:42 Page 1 ****************************** * * * EAST SHORE DRYWALL * DETENTION/TREATMENT POND * * * * * * ****************************** Inflow Hydrograph: h:\pondpack\9642PO HYD Rating Table file: h:\pondpack\9642PND .PND ----INITIAL CONDITIONS ---- Elevation = 337.00 ft Outflow = 0.00 cfs Storage = 0.00 ac-ft GIVEN POND DATA ELEVATION OUTFLOW STORAGE (ft) --------- (cfs) (ac-ft) 337.00 --------- 0.0 ---------- 0.000 338.00 0.0 0.006 339.00 0.0 0.019 340.00 0.0 0.039 340.50 0.0 0.051 341.00 0.7 0.065 341.50 1.0 0.081 342.00 1.2 0.099 342.10 ------------------------------ 4.0 0.100 INTERMEDIATE ROUTING COMPUTATIONS 2S/t 2S/t + 0 (cfs) ------------ (cfs) 0.0 ------------- 0.0 1.3 1.3 4.7 4.7 9.4 9.4 12.3 12.3 15.8 16.4 19.7 20.6 24.0 25.2 24.2 -------------------------- 28.2 Time increment (t) = 0.100 hrs. POND-2 Version: 5.20 SIN: Page 2 EXECUTED: 06-17-1996 11:02:42 and File: h:\pondpack\9642PND .PND inflow Hydrograph: h:\pondpack\9642PO .HYD Outflow Hydrograph: h:\pondpack\9642PND .HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS TIME INFLOW I1+I2 2S/t - 0 2S/t + 0 OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) -------- --------- 0.00 --------- ----- ------------ 0.0 ----------- 0.0 --------- 0.00 --------- 337.00 11.100 0.00 0.0 0.0 0.0 0.00 337.00 11.200 0.00 0.0 0.0 0.0 0.00 337.00 11.300 0.00 0.0 0.0 0.0 0.00 337.00 11.400 0.00 0.0 0.0 0.0 0.00 337.00 11.500 0.00 0.0 0.0 0.0 0.00 337.00 11.600 0.00 0.0 0.0 0.0 0.00 337.00 11.700 0.00 0.0 0.0 0.0 0.00 337.00 11.800 1.00 1.0 1.0 1.0 0.00 337.75 11.900 1.00 2.0 3.0 3.0 0.00 338.50 12.000 1.00 2.0 5.0 5.0 0.00 339.07 12.100 2.00 3.0 8.0 8.0 0.00 339.71 12.200 1.00 3.0 11.0 11.0 0.00 340.27 12.300 0.00 1.0 12.0 12.0 0.00 340.44 12.400 0.00 0.0 12.0 12.0 0.00 340.44 12.500 0.00 0.0 12.0 12.0 0.00 340.44 12.600 0.00 0.0 12.0 12.0 0.00 340.44 12.700 0.00 0.0 12.0 12.0 0.00 340.44 12.800 0.00 0.0 12.0 12.0 0.00 340.44 12.900 0.00 0.0 12.0 12.0 0.00 340.44 13.000 0.00 0.0 12.0 12.0 0.00 340.44 13.100 0.00 0.0 12.0 12.0 0.00 340.44 13.200 0.00 0.0 12.0 12.0 0.00 340.44 13.300 0.00 0.0 12.0 12.0 0.00 340.44 13.400 0.00 0.0 12.0 12.0 0.00 340.44 13.500 0.00 0.0 12.0 12.0 0.00 340.44 13.600 0.00 0.0 12.0 12.0 0.00 340.44 13.700 0.00 0.0 12.0 12.0 0.00 340.44 13.800 0.00 0.0 12.0 12.0 0.00 340.44 13.900 0.00 0.0 12.0 12.0 0.00 340.44 14.000 0.00 0.0 12.0 12.0 0.00 340.44 14.100 0.00 0.0 12.0 12.0 0.00 340.44 14.200 0.00 0.0 12.0 12.0 0.00 340.44 14.300 0.00 0.0 12.0 12.0 0.00 340.44 14.400 0.00 0.0 12.0 12.0 0.00 340.44 14.500 0.00 0.0 12.0 12.0 0.00 340.44 14.600 0.00 0.0 12.0 12.0 0.00 340.44 14.700 0.00 0.0 12.0 12.0 0.00 340.44 14.800 0.00 0.0 12.0 12.0 0.00 340.44 14.900 0.00 0.0 12.0 12.0 0.00 340.44 15.000 0.00 0.0 12.0 12.0 0.00 340.44 15.100 0.00 0.0 12.0 12.0 0.00 340.44 15.200 0.00 0.0 12.0 12.0 0.00 340.44 15.300 0.00 0.0 12.0 12.0 0.00 340.44 15.400 ------------------ 0.00 0.0 ------------------------------------------------------ 12.0 12.0 0.00 340.44 POND-2 Version: 5.20 SIN: EXECUTED: 06-17-1996 11:02:42 Page 3 and File: h:\pondpack\9642PND PND .Lnflow Hydrograph: h:\pondpack\9642PO HYD Outflow Hydrograph: h:\pondpack\9642PND HYD INFLOW HYDROGRAPH TIME INFLOW (hrs) (cfs) -------- 15.500 --------- 0.00 15.600 0.00 15.700 0.00 15.800 0.00 15.900 0.00 16.000 0.00 16.100 0.00 16.200 0.00 16.300 0.00 16.400 0.00 16.500 0.00 16.600 0.00 16.700 0.00 16.800 0.00 16.900 0.00 17.000 0.00 17.100 0.00 17.200 0.00 17.300 0.00 17.400 0.00 17.500 0.00 17.600 0.00 17.700 0.00 17.800 0.00 17.900 0.00 18.000 0.00 18.100 0.00 18.200 0.00 18.300 0.00 18.400 0.00 18.500 0.00 18.600 0.00 18.700 0.00 18.800 0.00 18.900 0.00 19.000 0.00 19.100 0.00 19.200 0.00 19.300 0.00 19.400 0.00', 19.500 0.00 19.600 0.00 19.700 0.00' 19.800 0.00' 19.900 0.00. 20.000 ------------------ 0.00 ROUTING COMPUTATIONS I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (cfs) (cfs) (cfs) (cfs) (ft) 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 1.2.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 ------------------------------------------------------ 12.0 12.0 0.00 340.44 IPOND-2 Version: 5.20 SIN: EXECUTED: 06-17-1996 11:02:42 Page 4 Iand File: h:\pondpack\9642PND .PND Inflow Hydrograph: h:\pondpack\9642PO .HYD Outflow Hydrograph: h:\pondpack\9642PND .HYD INFLOW HYDROGRAPH TIME INFLOW (hrs) (cfs) -------- 20.100 --------- 0.00 20.200 0.00 20.300 0.00 20.400 0.00 20.500 0.00 20.600 0.00 20.700 0.00 20.800 0.00 20.900 0.00 21.000 0.00 21.100 0.00 21.200 0.00 21.300 0.00 21.400 0.00 21.500 0.00 21.600 0.00 21.700 0.00 21.800 0.00 21.900 0.00 22.000 0.00 22.100 0.00 22.200 0.00 22.300 0.00 22.400 0.00 22.500 0.00 22.600 0.00 22.700 0.00 22.800 0.00 22.900 0.00 23.000 0.00 23.100 0.00 23.200 0.00 23.300 0.00 23.400 0.00' 23.500 0.00 23.600 0.00 23.700 0.00' 23.800 0.00 23.900 0.00 24.000 0.00 24.100 0.00 24.200 0.00 24.300 0.00 24.400 0.00 24.500 0.00 24.600 ------------------ 0.00 ROUTING COMPUTATIONS I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (cfs) --------- (cfs) ------------ (cfs) (cfs) (ft) 0.0 12.0 ----------- 12.0 --------- 0.00 --------- 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 12.0 12.0 0.00 340.44 0.0 ------------------------------------------------------ 12.0 12.0 0.00 340.44 POND-2 Version: 5.20 SIN: Page 5 EXECUTED: 06-17-1996 11:02:42 and File: h:\pondpack\9642PND .PND inflow Hydrograph: h:\pondpack\9642PO .HYD Outflow Hydrograph: h:\pondpack\9642PND .HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) -------- 24.700 --------- 0.00 --------- 0.0 ------------ 12.0 ----------- 12.0 --------- 0.00 --------- 340.44 24.800 0.00 0.0 12.0 12.0 0.00 340.44 24.900 0.00 0.0 12.0 12.0 0.00 340.44 25.000 0.00 0.0 12.0 12.0 0.00 340.44 25.100 0.00 0.0 12.0 12.0 0.00 340.44 25.200 0.00 0.0 12.0 12.0 0.00 340.44 25.300 0.00 0.0 12.0 12.0 0.00 340.44 25.400 0.00 0.0 12.0 12.0 0.00 340.44 25.500 0.00 0.0 12.0 12.0 0.00 340.44 25.600 0.00 0.0 12.0 12.0 0.00 340.44 25.700 0.00 0.0 12.0 12.0 0.00 340.44 25.800 0.00 0.0 12.0 12.0 0.00 340.44 25.900 ----------------- 0.00 0.0 ------------------------------------------------------ 12.0 12.0 0.00 340.44 >>>>>> Warning, peak outflow = last ordinate point. <<<<<< POND-2 Version: 5.20 SIN: Page 7 Pond File: h:\pondpack\9642PND PND Inflow Hydrograph: h:\pondpack\9642PO .HYD Outflow Hydrograph: h:\pondpack\9642PND HYD EXECUTED: 06-17-1996 Peak Inflow = 2.00 cfs 11:02:42 Peak Outflow = 0.00 cfs Peak Elevation = 340.44 ft Flow (cfs) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 .4.0 4.5 5.0 5.5 ..:------- I ----- I ----- I ----- I ----- I ----- I ----- I ----- I ----- I ----- I ----- I- 11.3 - 11.4 = 11.5 I 11.6 - 11.7 - I 11.8 - - . 9 - I 12.0 - 12.1 - 12.2 - I 12.3 - 12.4 - 12.5 - I 12.6 - 12.7 - I 12.8 - 12.9 - 13.0 - I 13.1 - .2 - TIP ( hi 4E -s ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ......... .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... .. . ............ .... . . ...... ..... . . . . . . . .......... ..... . ... .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . .......... .... ....... .......... . . . . . . . . . . . . . . . . .............. .... .. .. ....... . . . . . . . . . .... ...... .. ...... . .. .............. ... ....... .......... .......... .... .. .. . ............. . . ..... ....... .... . ............. ...... . ... ............. ......... I .... ...... �i . .... . .... ..... ... . ... ............ . ......... .......... .......... I . ............ ............. XUO ......... .. I . ... ... ......... .......... .............. 19 V 19 ... .. ... . . . . ......... ............ co 9-7 SY O.OA ..... . .... ....... .... ...... ........... ......... . ............ ........ .. - .......... .......... 6-Z ....... ..... ...... ........ ........... : Due ......... .. ... ....... .. ... .... ... ..... .......... o,o--31+( .......... . ....... .... ............. .......... ............. ............ ............. .......... .. ............. ............. ........ ...... ............ .......... ............ ............ . . ..... ............. ......... . ....... ................. .. 4 ............. ............. 4 ............ ..... . ............. ....................... ..... ..... . ... ......... .. ............. ......... ... ... ........ r. . ............. ...... .. . .. ............. ............ ............ Cf-) I ... .. ...... ......... .... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0) 0 0 0 x > M x 0 > r- m r 0 0 m m c d m a 0 > -n Station: BURLINGTON WSO AP (431081) Latitude: 44.47; Longitude: 73.15 Period of record is 1920-1996, 99.8% complete -- 76.2 non -missing years. RETURN PERIOD 2 yr ---- 5 yr ---- 10 yr ----- 25 yr ----- 50 yr ----- 100 yr ------ 10 days 3.74 4.47 5.11 6.10 6.98 7.99 5 days 2.82 3.39 3.90 4.68 5.38 6.18 2 days 2.28 2.77 3.21 3.90 4.52 5.24 1 day 1.88 2.30 2.68 3.29 3.84 4.47 Empirical estimates from 1-day values: 24 hours 2.12 2.60 3.03 3.72 4.33 5.06 12 hours 1.84 2.25 2.63 3.22 3.76 4.38 6 hours 1.59 1.95 2.28 2.79 3.26 3.80 3 hours 1.35 1.66 1.93 2.37 2.76 3.22 2 hours 1.24 1.52 1.77 2.17 2.53 2.95 1 hour 0.99 1.22 1.42 1.74 2.03 2.37 30 mins 0.79 0.97 1.13 1.38 1.61 1.88 15 mins 0.58 0.71 0.83 1.02 1.19 1.39 10 mins 0.45 0.55 0.64 0.79 0.92 1.07 5 mins 0.26 0.32 0.38 0.46 0.54 0.63 ,1 Precipitation amounts are in inches. This data summary was produced by the Northeast Regional Climate Center. For technical details and maps of these data for the Northeast, consult NRCC Publication RR 93-5, "Atlas of Precipitation Extremes for the Northeastern United States and Southeastern Canada". d Worksheet 51): Tabular ►., drograph discharge Summ,u•y Pro ject /1�1r FiG>iz Locat ton L- H P'lu1LLt Dr\-- Cy t (l (�—� Date �Z Circle one: Present `EQcYelope�l� Frequency (yr) 1C Checked Date Basic watershed data used 1/ Select and enter hydrogra h times in hours from exhibit 5- Subarea Warne Sue- area r Tr_ (Irr) to to outlet (hr) I,i/P AmQ 2 (mi -in) (Z.Z i2'4 -Discharges at ~elected hydragraph times 3/ - - - - - - - - - - - - - - - - - --(cfs)- - - - - - - - - - - - - - - - - - - - - 011 Z O ,lxZLo' so, 175G,' CX�3 p1 Z = ✓ G D� triG�� � , 1 Composite hydrograph at outlet�. 1/ I.Lv I y 2/ Worksheet 5a. Rounded as needed for use with exhibit 5. Enter rainfall distribution type used. Ilydrograph discharge for selected times is AinQ multiplied by tabular discharge from appropriate exhibit 5. vc.�1 � W Exhibit 5-II, continued: Tabula). hy(Irotrraph 11111L discharges (csnl/ill) for type II rainfall distribution 0 TR V L -------------------- --- ---- --- --- ---- ----- --- -- ---- MYORCGRAPM TIME (HOURS) --------------------------------------------------- TIME 11.3 11.9 12.1 12.3 12.5 12.7 13.0 13.4 13.8 14.3 15.0 16.0 17.0 18.0 20.0 26.0 (MR)11.0 11.6 12.0 12.2 12.4 1Z.6 12.8 13.2 13.6 14.0 14.6 15.5 16.5 17.5 19.0 22.0 ------------------ +--------------------------------------------------------------------------------------- 4--------------- 4---4---4- IA/P = 0.10 • * • TC =0.2 MR • • IA/P = 0.10 ----- --4---4---4---a---4---4---4--_4--:i---4---4---4__}_--4---4---;---}---}_--}---4--_;---}-_-4---;---{---;-_-;__-;--{-__;---4---{- 0.0 23 31 47 209 403 739(8C0/481' 250)166 128 102 86 70 61 54 49 44 40 35 33 30 27 24 21 20 19 18 16 13 12 0 .10 19 26 39 86 168 325 01" 733'565 355 229 161 122 83 69 59 53 47 43 37 34 31 28 25 22 21 19 18 16 14 12 0 .20 17 23 32 49 74 136 262 488 652 594 435 298 207 115 81 67 58 51 46 40 35 32 29 26 23 21 20 19 16 14 12 0 .30 16 22 30 46 64 112 212 396 566 585 485 360 258 139 90 71 60 53 48 41 36 32 29 26 23 21 20 19 16 14 12. 0 .40 14 19 25 37 43 57 94 173 322 485 551 507 409 227 129 87 68 58 52 44 38 33 30 27 24 21 20 19 17 14 12 0 .50 13 18 24 35 40 52 8J 142 262 410 504 506 441 269 153 98 73 61 53 45 39 34 30 27 24 22 20 19 17 15 12 0 .75 10 13 17 23 26 30 34 40 55 8o 150 247 349 438 360 240 151 101 75 57 47 39 33 29 26 23 21 20 18 15 12 0 1.0 9 11 14 19 21 24 26 30 35 44 62 101 167 337 413 353 245 157 104 68 53 42 35 31 28 24 22 20 18 16 12 0 1.5 6 8 10 13 14 15 17 19 21 23 26 30 37 73 tE6 288 356 337 264 154 91 57 42 35 30 27 24 22 19 17 13 3 ?.0 4 5 7 8 C 10 10 11 12 14 15 16 18 23 31 55 114 206 291 324 239 125 63 44 35 31 28 24 20 18 14 9 2.5 3 4 5 6 6 7 7 8 9 9 10 11 12 15 18 22 32 58 111 227 258 246 122 63 43 35 31 27 22 19 15 11 3.0 1 2 3 4 4 4 5 5 6 6 7 7 3 9 11 13 16 19 27 59 138 280 248 137 70 46 36 31 25 21 16 11 ___-__----+_--+__-4-_-+_-_4-_-+___}___4__-----;__---__--__4___;___}__-+___4___}___--__--_-4__-4__-+___}---}-__+-------;---}--_---_+- IA/P = 0.3C • • • TC =0.2 MR • • • IA/P = 0.30 _--__-4---+-__}--_}_--+---}--- - 4- 4---+---4---4---4---4---+---+-------4---4---+---4---+---4---4---4---+-------4---+---4---}- 0.0 0 0 0 39 18J 5 76 198 158 130 110 93 81 73 67 61 56 49 46 43 39 35 32 30 29 27 24 21 19 0 10 0 0 0 2 27 129 4C7 600 361 252 1YO 150 108 90 79 71 65 59 52 48 44 41 36 32 31 29 28 25 21 19 0 20 0 5 0 2 19 92 302 501 521 415 306 228 176 119 95 82 73 67 of 53 48 45 41 37 33 31 29 28 25 21 19 0 30 C 0 0 0 1 13 66 223 408 484 433 350 269 163 114 93 80 72 65 57 51 46 42 38 34 31 30 28 25 22 19 0 .40 0 C 0 0 1 9 47 164 327 431 436 379 306 189 127 98 83 74 67 58 52 47 43 38 34 31 30 28 25 22 19 0 io 0 0 0 0 0 0 6 33 120 258 374 415 391 271 173 121 95 81 72 62 55 48 44 40 35 32 30 29 26 22 19 0 75 0 0 C 0 0 0 2 13 50 126 221 302 345 323 240 167 121 96 81 68 59 50 45 41 37 3� 31 29 26 23 19 0 1.0 11 0 0 0 0 0 0 0 1 6 24 69 139 285 331 280 204 145 109 82 68 56 48 43 39 35 32 30 27 24 19 0 1.5 0 J 0 J 1) 0 0 0 0 0 0 0 1 16 79 186 271 288 247 165 110 76 58 49 44 40 35 32 29 26 20 5 2.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 24 d0 163 235 262 202 123 76 58 49 43 39 35 30 27 21 13 2.5 C. J 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6 28 77 179 242 207 120 75 57 48 43 39 32 29 22 17 !.0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 4 30 101 207 227 130 80 59 49 44 35 30 24 18 ------}---4---4---4---4---4---4---}---4---4---4---+---4--"4---+---+---+---4---4---4---+---+---+---+---4---4---+---+---4---4---+---+- :a/P = 0.5C • • • TC =0.2 HR • • • IA/P = 0.50 ------}---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4---4--------+-------4---4---4- ;.0 0 0 0 0 7 98 371 322 221 182 158 137 120 104 94 96 80 74 69 62 60 57 52 47 44 42 40 39 35 30 2? J 10 0 0 0 0 4 67 270 305 249 204 174 149 130 108 97 88 82 76 71 64 60 57 53 48 44 42 41 39 35 3C 28 0 20 1 C 0 0 0 3 45 195 268 255 221 189 163 125 106 95 27 80 75 67 62 58 54 49 45 43 41 39 35 31 23 0 30 0 J 0 0 0 2 31 140 226 245 229 2C3 176 134 111 98 89 82 76 68 62 59 55 50 45 43 41 39 36 31 28 0 40 0 0 0 0 0 1 21 101 184 225 228 211 1 ? 3 144 117 101 91 84 78 69 t3 59 55 50 45 43 41 40 36 31 28 0 50 0 0 0 0 0 0 1 14 72 146 199 218 213 175 1'-7 113 99 89 82 73 66 60 56 52 47 43 42 40 36 32 28 C 75 ri 0 0 0 0 0 0 5 28 71 121 162 186 193 161 133 112 98 88 78 70 62 57 53 48 44 42 41 37 33 22 0 1.0 0 0 0 0 0 J 0 0 0 2 13 33 77 154 186 174 147 122 1 C 5 89 78 68 60 56 51 46 43 42 38 34 2p 0 1.5 C 0 0 0 0 0 0 0 0 0 0 0 2 22 71 129 163 168 150 120 98 80 67 60 55 51 46 43 40 36 26 4 2.0 J 0 0 0 0 0 0 0 0 0 0 0 0 5 25 65 112 146 157 134 133 79 67 60 55 50 46 41 38 29 14 2.5 0 0 C 0 C 0 0 0 0 0 0 0 0 0 0 1 8 26 60 117 148 136 101 79 66 59 54 50 43 39 31 24 3.0 ) 0 0 0 0 J 0 0 0 0 0 0 0 0 0 2 9 40 90 142 130 99 78 66 59 54 45 41 33 Z6 ---------------------------------------------------------- +----------- 4--------------- I ----------- +---4---4---+---4---+---;---4---4- QA!MFALL TYPE = !I • • • TC = C.2 HR • • • SHEET 2 OF 10 Cp W W Exhibit 5-I1, continued: Tabular hydrograph unit discharges (csm/in) for type II rainfall distribution T2VL-------------------- ---- ------- -- -- ------- ---- ----- HYORCORAPH TIME (HOURS) --------------------------------------------------- T1'1� 11.3 11.9 12.1 12.3 12.5 12.7 13.0 13.4 12.8 14.3 15.0 16.0 17.0 19.0 2C.0 26.0 ("0)11.6 11.6 12.0 12.2 12.4 12.6 12.8 13.2 13.6 14.0 14.6 15.5 16.5 17.5 19.0 22.0 --------------------------------------4------------------------------------------------------------------------ --- --- --- ---+- IA/P = 0.10 • • • TC =0.5 HR • • • IA/P = 0.10 ----------------------4-------•'--+------------------------------4-----------4---+-------+-------4-----------+-------4------- :.0 17 23 32 57 94 170',3C9 A67(52Q_iO7 402 297 226 140 96 74 61 53 47 41 36 32 29 26 23 21 20 19 16 14 12 0 .1C 16 22 30 51 80 1W-2-52 395 4`EL 499 434 343 265 162 103 80 65 55 49 42 36 33 29 26 23 21 20 19 16 14 12 0 .20 14 19 25 38 47 69 116 207 332 434 477 449 378 239 149 101 77 62 53 45 39 34 30 27 24 22 20 19 17 14 12 0 .30. 13 13 24 35 43 60 97 170 278 382 446 448 4C1 270 171 114 83 66 56 46 40 34 31 27 24 22 20 19 17 15 12 0 .40 12 15 21 29 33 40 53 E3 141 233 332 408 434 361 243 157 107 79 64 51 43 36 32 28 25 22 21 20 17 15 12 0 .50 11 15 20 28 31 37 43 71 118 194 286 367 412 373 271 178 119 86 68 53 44 37 32 29 25 23 21 20 17 15 12 0 .75 9 11 14 19 21 24 27 31 37 49 74 116 182 319 374 328 244 169 117 76 56 43 35 31 25 25 22 21 18 16 12 1 1.0 7 9 12 16 17 19 21 24 27 32 40 55 83 128 3C9 159 322 245 172 102 63 49 38 32 29 26 23 21 19 16 12 1 1.5 5 7 8 11 12 13 14 15 17 19 21 23 27 43 89 175 269 322 309 225 140 77 49 38 32 29 25 23 20 17 13 5 ?.0 3 4 6 7 8 8 9 10 10 11 12 14 15 18 23 35 65 123 202 297 280 181 88 52 39 33 29 26 21 19 1; 10 2.5 2 3 4 5 5 6 6 7 7 8 9 10 12 15 18 24 36 66 150 244 278 171 87 52 39 33 29 2: 20 15 11 3.0 1 1 2 3 3 4 4 4 5 5 6 6 7 8 9 11 13 16 20 37 86 198 263 182 96 56 40 33 26 21 16 11 ---••----------4------------------- ---4---------------- -------•-------------------4----------------------------------+-------�---�- iA/P = 0.3C • • • TC =O.' HR • • • IA/P = 0.30 ------ -- - - - --- - ----- •--- a - - - - - - - - - - - * - --- - - a - -- - -----4---+-----------{---*-------- - - - - ----------------- *----- - - - - -- --- ---+- ;,, r c 0 1 a 53 157 314 433 430 379 299 237 159 11? 95 81 71 5 56 50 46 42 38 34 31 30 23 25 22 19 0 10 ^ C 0 1 6 37 117 248 372 416 371 33U 212 150 113 92 79 70 60 53 47 43 39 35 32 30 29 26 22 19 0 20 0 0 0 1 4 26 81 194 313 392 388 349 244 167 122 97 82 72 62 54 48 43 39 35 32 30 29 26 22 19 0 10 0 0 c 0 0 0 3 19 64 151 259 341 372 316 223 156 117 94 80 67 58 50 45 41 36 33 31 29 26 23 19 0 41 0 C 0 0 0 0 2 13 47 116 211 296 354 328 245 172 127 100 13 69 59 51 45 41 37 33 31 29 26 23 19 0 .50 0 0 0 0 0 0 0 1 9 34 60 170 255 341 303 225 151 120 96 76 64 54 47 42 38 34 31 30 27 24 19 0 75 1 0 0 0 C 0 0 1 4 14 41 E? 152 270 305 26E 207 155 118 87 70 57 48 44 39 35 32 30 27 24 19 0 1.0 3 0 0 0 0 0 0 0 0 0 2 7 22 98 212 295 235 237 131 120 5E 67 53 46 42 38 34 31 28 25 19 2 1.5 0 0 0 0 0 0 0 0 0 0 0 C 0 5 30 95 133 249 265 217 152 96 66 53 46 41 37 34 30 26 20 8 :.? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1b 59 125 221 245 192 105 69 54 47 42 38 32 28 22 10 2.5 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 21 84 174 230 172 103 69 54 46 42 34 30 23 18 ?.0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13 56 157 217 163 101 68 53 46 37 31 25 18 ----------------------4-------*--------------- -------i------- ----------a-------+-------*---------------------------------------- IA/P = 0.50 • • • TC = 0 . 5 HR • • • IA/P - 0.50 ----------a----------------------- +----------- -------+-------f------------------------------------------f-----_4 -_------•--------- c.0 0 0 0 0 0 2 26 89 170 217 229 2CO 179 144 119 104 93 85 78 70 64 59 55 51 46 43 41 40 36 32 23 0 .10 0 0 0 0 0 0 1 18 65 135 190 216 205 170 137 115 101 91 83 74 67 61 56 52 47 44 42 40 36 32 2' 0 .20 0 0 0 0 0 0 1 12 47 106 162 198 203 178 145 121 105 94 85 76 68 61 57 52 48 44 42 40 37 32 2e 0 .30 0 0 0 0 0 0 0 1 8 34 82 135 177 194 163 139 117 102 92 80 71 63 58 54 49 45 43 41 37 33 28 0 .40 0 0 C 0 0 0 0 0 6 25 63 111 155 189 174 146 122 106 94 82 73 o4 58 54 50 45 43 41 37 33 28 0 .50 0 0 0 0 0 0 0 0 4 18 48 90 133 184 177 152 128 110 97 84 74 65 59 55 50 45 43 41 38 33 28 0 .75 0 0 0 0 0 0 0 0 1 7 22 47 80 142 169 164 144 124 108 91 79 68 61 56 51 47 44 42 38 34 23 0 1.0 0 0 0 0 C 0 0 0 0 0 1 3 11 51 112 155 166 154 134 109 91 76 65 59 54 49 45 43 39 35 23 2 1.5 0 0 0 0 0 0 0 0 0 0 0 0 0 2 16 50 97 136 154 145 121 95 75 64 58 54 49 45 41 37 29 10 2.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 18 47 26 134 146 125 94 75 64 58 53 49 42 39 31 21 ?.5 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11 44 95 140 127 97 77 65 58 54 45 41 33 26 3.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7 29 86 135 122 95 76 65 58 49 43 35 27 ------ ------- I --------------- ---+---------------+------- ------f----------- ----------_---------------- --- --------------------- QAIuFALL TYPE = II • • ► TC = 0.5 HR • • • SHEET 5 OF 10 `Vorksheet 4: Graphical Peak Discharge method Project Location Circle one: Present Developed By Date r- Checked ��� Date 1. Data: Drainage area .......... Am = - ,c ">"--f mi2 (acres/640) Runoff curve number .... CN = J -1 (From worksheet 2) Time of concentration .. Tc = ,- hr (From worksheet 3) Rainfall distribution type = (y ' (I, IA, II, III) Pond and swamp areas spread -` throughout watershed ...... _ percent of Am ( acres or mi2 covered) 2. Frequency ............................... 3. Rainfall, P (2=:-hour) ................... yr in Storm +01 Storm 112 Storm 1%3 4. Initial abstraction, I a ................. in (Use CN with table 4-1.) 3. Compute I /P a - - - 6. Unit peak discharge, q ................ csm n (Use Tc and Ia/P with exhibit 4- ) 7. Runoff, Q ............................... (From worksheet 2). 8. Pond and swamp adjustment factor, Fp .... (Use percent pond and swamp area with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) in J� C t% 9. Peak discharge, qp cfs :- (Where qp = quAmQFp) S� -I`-= �.03 .SS y D-4 (210-VI-TR-55, Second Ed., June 1986) Quick TR-55 Ver.5.46 SIN: Executed: 06:33:23 07-12-1996 h:\pondpack\9642PO3.TCT EAST SHORE DRYWALL POST -DEVELOPMENT Tc COMPUTATIONS FOR: AREA 003 SHEET FLOW (Applicable to Tc only) Segment ID D-E Surface description GRASS Manning's roughness coeff., n 0.2400 Flow length, L (total < or = 300) ft 65.0'� Two-yr 24-hr rainfall, P2 in 2.100 ✓ Land slope, s ft/ft 0.0650 0.8 .007 * (n*L) T =-------------- hrs 0.13 0.5 0.4 P2 * s SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved)? Flow length, L ft 0.0 Watercourse slope, s ft/ft 0.0000 0.5 Avg.V = Csf * (s) ft/s 0.0000 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 = 0.13 �� T = L / (3600*V) hrs 0.00 = 0.00 CHANNEL FLOW Segment ID E-F Cross Sectional Flow Area, a sq.ft 1.50 Wetted perimeter, Pw ft 4.00 Hydraulic radius, r = a/Pw ft 0.375 Channel slope, s ft/ft 0.0430 Manning's roughness coeff., n 0.2400 2/3 1/2 1.49 * r * s V =-------------------- ft/s 0.6695 n Flow length, L ft 210 L� T = L / (3600*V) hrs 0.09 = 0.09 ....................................................................... ....................................................................... TOTAL TIME (hrs) 0.22 1000 800 600 Mo 400 U 300 CT 200 - U) ru I_ 4j 100 - so Exhibit I -II: Uiiit peak discharge (q.) for SCS type II rainfall distribution CCC:0101 mmCC:000 CC::C CCC onCmm Ml ON S min x::sC:C:CCCCCCMEMO , C- "C�C0Q0C 1.. �0■C■C i■iIiiiii CCCCCCC mmoom an M1111 0 i1: G''`.�.v �qr:�'`�a 000C111CC'Cmomm 1111 loll101 r��.� e`a�5�C�C .'��...' 11 MIMI, ■.CC■C CC■C■■■C� �■ ■■11�11 ��1�1��;11`, ■■ 11111■■ ■■1 1111111 . ` .C�r�G�:.�� .�C■111 .. ■ ■CCCC�c C■ C ■ C ... I "::�■lm:i�C:��'� C= CC■■■�■■■� IN � �C��RC���:� ■_ _ �i■ C ■ ■i■■■■■C�i'■i■'��''�i■C ■101.1C1■Gi► ■►•�■►Ii.�i�. N ■i . ■■ m IN loll id C ■mono Is .■ ■C G .. ■ ■■ININ ■■� ■■ ■■ ■■�■ ■ t ■ MEN No C■■ ■C..CCC..CC000■.CC=C��■■ ■ CC■`, ■. ■■ M . ■ ■ �.�CC on ■■ CC■ ■'■'i■■C■■CCC■C.C'�iCCCC■�iaCCCCCCC�C■i■',�`:!'i■� CCCCCCC:CCCCC000CCCCCIICCCC CCC:CC111 ro ..�■C�C■C■■CCCCC■C■■�■�C11CCC■■CCC■C CCC■■����•�..,�.� Nil No C:CCCCCCCC�CCCCC�CCCC■I1C:CCCCC:CC 60 50 -� .1 1 i 1 1 1 1 t 1 1 1 1 1 1 1 1 .2 .4 .6 .8 1 2 4 Time of concentration (Tc), inches 6 8 10 `Vorksheet 4: Graphical Peak Discharge method Project 1 ,Hc; By >i`- Date -(Z. Location ��- tk ���t i� ={� � Checked ,i'wO Date Circle one: Present ('Developed Z- 1. Data: ✓ 1� �� Drainage area .......... Am =,C.'C �j'� mil (acres/640) Runoff curve number .... CN = q (From worksheet 2) Time of concentration .. Tc = r-, hr (From worksheet 3) Rainfall distribution type = (I, IA, II, III) Pond and swamp areas spread throughout watershed ...... = percent of Am ( acres or mil covered) 2. Frequency ............................... 3. Rainfall, P (24-hour) ................... 4. Initial abstraction, I a ................. (Use CN with table 4-1.) 6. Compute I z/P ............................ 6. Unit peak discharge, qu ................. (Use Tc and Ia/P with exhibit 4) 7. Runoff, Q ............................... (From worksheet 2). 8. Pond and swamp adjustment factor, F I P (Use percent pond and swamp area with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) 9. Peak discharge, q P (Where qp = quAmQFp) yr in Storm 1011 Storm :-'2 Storm f%3 in csm/in in cfs 11-4�✓I i 1� c� D4 (210-VI-TR-55, Second Ed., June 1936) I Quick TR-55 Ver.5.46 SIN: Executed: 06:18:18 07-12-1996 h:\pondpack\9642PO2.TCT EAST SHORE DRYWALL POST -DEVELOPMENT Tc COMPUTATIONS FOR: AREA 002 SHEET FLOW (Applicable to Tc only) Segment ID A-B Surface description GRASS Manning's roughness coeff., n 0.2400 Flow length, L (total < or = 300) ft 40.0' Two-yr 24-hr rainfall, P2 in 2.100 Land slope, s ft/ft 0.0060� 0.8 .007 * (n*L) T =-------------- hrs 0.23 = 0.23 0.5 0.4 P2 * s SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved) ? Flow length, L ft 0.0 Watercourse slope, s ft/ft 0.0000 0.5 Avg.V = Csf * (s) ft/s 0.0000 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T = L / (3600*V) hrs 0.00 = 0.00 CHANNEL FLOW Segment ID B-C Cross Sectional Flow Area, a sq.ft 1.50 Wetted perimeter, Pw ft 4.00 ✓ Hydraulic radius, r = a/Pw ft 0.375 Channel slope, s ft/ft 0.0140-" Manning's roughness coeff., n 0.2400 2/3 1/2 1.49 * r * s V =-------------------- ft/s 0.3820 n Flow length, L ft 260✓ T = L / (3600*V) hrs 0.19 = 0.19 ....................................................................... ....................................................................... TOTAL TIME (hrs) 0.42 Quick TR-55 Ver.5.46 SIN: Executed: 06:19:07 07-12-1996 h:\pondpack\9642PO2.TCT EAST SHORE DRYWALL POST -DEVELOPMENT Tc COMPUTATIONS FOR: AREA 002 SHEET FLOW (Applicable to Tc only) Segment ID I Surface description Manning's roughness coeff., n 0.0000 I Flow length, L (total < or = 300) ft 0.0 Two-yr 24-hr rainfall, P2 in 0.000 Land slope, s ft/ft 0.0000 0.8 I .007 * (n*L) T =-------------- hrs 0.00 = 0.00 0.5 0.4 P2 * s I SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved)? Flow length, L ft 0.0 IWatercourse slope, s ft/ft 0.0000 0.5 Avg.V = Csf * (s) ft/s 0.0000 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 1 T = L / (3600*V) hrs 0.00 = 0.00 CHANNEL FLOW Segment ID I LOT 11 SWALE Cross Sectional Flow Area, a 8q.ft 1.50,- Wetted perimeter, Pw ft 4.00 Hydraulic radius, r = a/Pw ft 0.375 Channel slope, s ft/ft 0.0640" Manning's roughness coeff., n 0.2400 I2/3 1/2 1.49 * r * s V =--------- ----------- ft/s 0.8167 n Flow length, L ft 165 IT = L / (3600*V) hrs 0.06 = 0.06 ................................ ..........................................:TOTAL ..... .TIME •(hrs).....:0.06:. . 1000 800 600 500 400 U 3 00 Lei Y ru QJ Cl 100 60 50 Exlliblt 4-II: Unit peak discharge ((I„) for SCS type II rainfall distribution Time of concentration (Tc), inches I Legend: ReWentiol, I per Acre Residential, 1 per Acre - "' ' Residential, 4 per Acre Resldenlid, 1 per Acre Queen City Park 1 Commercial I L Commercid 2 Ij i� ji hexed 4ldustrid & Conmercid jJJIj Mstrid A Open Space 7 Airport Airport bdusfrid SOUTH BURLINGTON VERMONT OFFICIAL ZONING MAP COLcl- Conservation k Open Space Pack & Recreation t!� ai W icipal INSTITUTtod.1AL rLIeA1, Central District I Central District 2 c:s•• F:•: Central District 3 Southeast quadrant 1 � Sollrtez ;•..q wa bums area sro rnq n®ea.v�dre,, ad eyt!'! =e �ae.aa -own vac se.yde, .• .+>'•,. end eee h ra. •K :aeon aen !ir rl aq.q d Logotd.e ion! Iljeq Yp a�\'.jeY C>:"1 T Ae �wYn .rive Mot •'Arni.Ahe M L'ITA '� :WN NIa.� .• cede.. ace+ L'IIP !M ohddoc far- Fn ,n IL'N Ya d �ht� l0. Ompw sal ema Rw 1v�v en 'Jac I'1171 vlgMw PItr1 S+Mre • >bll.� peal q Mn tvura,Bhgm vac 4Amt bn+► a,. Mete ige.Nro `r : S �1 :r.ry n.v f.rein IFmq Gl1Nv ne [n..t e! Yetr be+ M•ao ace. ND Hd0 hye� Ia6Ml M !Y n •:: f'.:,-..! Via. nr. ®eel. ar,�..l KF .sot Rw.n q en,mr sdr Mad Po'e'9 ia•eea, a IM u [>n aremn 8olet 1 wnd nenm� a e,ki d.ra,.e •! e•.v.. • >an n r•k .! d h e+'i repWn N • h ^^V dkn kL I b f e*lrvlea 1r A i.ee.b• a (�a `im L r 1:\Iet �e .4r d Cf blot ;antra ❑ VENAW Em • 0 am• eae• e.• OF] 1 in. = 1000 ft. ,. Un r-j 0 14 --SITE IF Road Classes federal or Stele Routm ClamI a / Clam ] N Frigate /V Railroad Other: /tee Glr or town boundaq Palate boundu7 ® later bodin SUvm anlerl'ine THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT 1-800-225-4977 PRIOR TO ANY EXCAVATION. 35 LF STONE SWALE - AND STORM CUTFALL 12' ENO SECTION - ELEV - 3300 i LOCATION PLAN a INV. ELEV = 335.9 \/ N O SEA GREEN JUNIPER .1,I-,.L k-- 14 2-3 CAL �'� y56 ; ( B ] SUGAR MAPLE Y 6 1 IA- CAL 5 i 5, FLU HEAD VD INV-139.20 , I FYI/ 0 '10 t D RED TW6 DOGWOOD S'dmYl_•E9bB•ED 6 2-7 GAL, ftAl --. ""3}5-. - � ",�• ! F yBUNA "GROW -AM • WHITE CEDAR PINK. WNIIE OR MIXED D IN339.45 TYPICAL OVERHEAD DOOR OIMI9 xc19f91911L 9 3-4' / WITH BUILDING MOUNTED LMNT LOCA10 ABOVE DOOR \ (7 ] TRMRSPI.ANT EOSik40 TPFE 3 \y/ TRANSPLANTED TREES p .;r. OF TYPICAL - PROVIDE BASE -A DICIRMINE MLO 6 \ \ MEAL11 EE R REPLACEINTAINED / DRIVES A/kT-WALXS CK I H[ALTNY' OR REPLACED _-BULDIK. VIM 2' 1)tlCK NSMM11d1 UNDD ION JOINT. ALSO PROVIDE PERIMETER F BUINTSLDING. AT . FT OFT` �4 PDWETD OF BURRING Y \ EXISTING Ca pPC C RIM ELEV - 339.AG A 12 PVC In - 334ac LOT GJ' \ 12 PVC OG 33a 69 I GREEN TREE PARK INC. } JOHN K. DESMOND JR. / (VACANT) / D - ! / 5 �� • _ Nv-31a00 A_ A EAST SFldi INC. A 10. \ IN PARK140 SO -15' SAINT SEWER FINISH M FLOOR CEV . J.25 \� 4 ' \ ' •Y - , STING C3 y'1 ! U, �. EASE7.Q1T TO TO LOT ill i F AP. 11 12' EIIC Cl-3- 335. 1P •rJ I / { � O•i RE to, (0 WCCD __ - - - \\ \ f as POSTS eT t Y v C \� NV 34196 4i7. • _ - / \\ - - c V 5• (IMP.) S.F. 12, SEE SHEET ` \ TYPICAL GRASS SYALE \ SEE SHEET A �\ 15' STOMA EASEMENT 70 LOT 012 - 7.V \ 4' UO OUT . 3J0.0 1 I PLANT LIST SSY COMMON NAME BOTANICAL NAYS gUANTITY SIZE SEYASES J �� { O j RED OAK OM•DNLOOm 16 1 1/2- Y CAL 9 • B, FELL HEAD 31 BURIORIOR STATISTICS BUILDING DNO UK ■TON• MB'A / 81PLOSCE9 PAR" lAta IOrAL VOID[ wr am FE9E NOUR Im DO• Uk*w"m RNLp•/BAY WAREHOUSE (EAST SHORE) 10,000 SF. 13 14 40 7 195 WAREHOUSE (FUTURE) 3.313 S.F. 4 5 16 3 60 LIGHT MANUFACTURING (FUTURE) 3.333 S.F. 7 6 13 3 105 LIGHT MANUFACTURING (FUTURE) 3,333 S.F. 7 I 13 3 105 20.000 S.F. 1 31 1 35 (36 SHOWN) In 16 465 LOT 13 WWL .GRANINC. OER (i-3415 A) LEGEND PROJECT BOUNDARY . _- --- SOC NE OF EASEMENT ---.. __.-- S'IDEUME OF BUILDING SETBACK 34p EOS7NG GROUND CONTOUR =1 FINISH GRADE CON70UR i S SANITARY SERER AND MMNOLE - NN W EXISTING "TUMOR AND OATE/ALVE E ISTNG STORM SEWER AND CATCS•ASIM -OAST PROPOSED STORY SEWER AND rATCNBASN uo UNDDORAN iCa CLEAHOLUT EXISTING OAS LINE --�.- DOSTN0 DRAINAGE SWALE • PROPOSED DRAINAGE SWALE • • • ♦ • • EROSION COHTROL FENCE V EXIST•NG TREE HAYBALE DAM LIGHT BULMG MOUNTED LIGHT PROJECT DATA ZONED'. IC - MOED COMMERCIAL AND EtlUSTMAL MINIMUM LOT SZL 40.0DO S.I. (MAT 12 - 77.972 S.F.) MINIMUM FRONTAGE 120 FEET MIIIMUP SETBACKS FRONT YARD 40 FEET see YARD 15 FEET REAR YARD: 30 FEET MOTE: NO MORE THAN 30N OF ME FRONT YARD MAY BE USED FOR FOR PARKING AND/OR DRVES A YFMJM 15 FLIT WIDE CONTINUOUS STRIP. IRAVVRSED ONLY BY DRIVES MUST BE MANTAINED ALONG 7HE STREET R.O.Y. AREA OF FRONT YARD - 17.543 S.F. AREA OF DRMSRARI NO IN FRONT YARD - 4,019 S.F. (22.9 %) NUTER CONECT TOR S SERVICE YlR•CPAL •' IRE WATER STING 61U• WATER: CONNECT TO EKIFIIIG MUNICIPAL GRAVITY COLLECTION SYSTEM STORM, ON -SITE TREATMENT APO GDNIIEClld1 TO MUNICIPAL STORNWATD COLLECTION SYSTEM N H. �T '\ as a e Rxaaizo "a �' tY PE [w MAINTAIN MNwN ' 'E \ D snL•watel nrATNaT SECTION - 330,00 �� / / _ / �, HnaHxaH HVW / - 2.5 L11SER OVER \\ \4,y\ _ �,} APPROVED BY THE CIYN Of THE PLANNING •` p \ `-� / NEW CB Y - :f' COMMISSION OF M CITY DA 90UM BlRll10TOK (� SEWE SERVICE / J -Ty \ \ 11M1�330.00 R•M . x1.70 '2 OUTS" BLtDIMO '. _ �� VEItlMONT, ON RE WY OF 1996 1\t F - EKTEo Eas1IMc r 3795 0 S \ \ PETAL SERVILE (S'E 9 a % / ,� 9.U6.CCT TO 7HE REOURElENi4 MID T > 330 \ _ _ �T'I'L T ) _ j i / THIS CONDITIONS O T OF RESOLUnON.i SIGNED tY P OUT - 339.60 40m BY !/c / + QD6K OR CHAIRMAN qn� J P J Z�\ P.E. �. 339.73 RN - . OUT \ 1 RELIVE O/31NG CU:6N0 \ \= INV - 339A0 D O 1Y P2. IVY-.-34a• - F J I SONI _ ` - --- - / AND REPLACE W1H NEW A pOEPRESSED - l 4 WT EDGE OF PAVEMENT BACK 12'. CLEM AND 1/4' REVENO� 1W7}I �CEiEgya.. J k N _ -3so. 4 G TREAATT WI HUM aEMUL90N PRIOR LOT 9O \ / G v r J J -. I _ _ - _ O. TO II ENTRANCE - SAME AT OTHER rM IS s \ EXISTING SAIH ya STRIP - JOHN TREE PARK INC. \\ RIM ELEIN 3341.7 GREEN STRIP 7-3-96 TENSED PER STATE RENEW M JOMN K. OfSY01O JR. e' PVG/IN - 34I.75 - T .� IVAC,yNT) 8' PVC OUT - 341.75 le U11UTY EASEMENT 6-tB-96 TENSED POND OUTLET AE E:L'SnNc ce y3 -__ date d"e HpUon DY RIM ELV = J46.12 2" PVC IN = 3a1.851 ,�� S 2' PVC OUT _-� G AT BOTH EITRMICES - REVISIONS TV e• p % / MATCH NEW CLNB AND SIDEWALK 11" PLUG WIN IAI IEVISAW SHOULD HK -. INTO EXISTING CURB AND sIDEWAUC MY K WED FOR NE PAROU SIO•W NI 31EET3 N / EXISTING 8 /3 ;L TRANSPLANT OR SIDEWALK SLOPE SHALL NOT BE -• 5 GREATER THAN 61L O SKETCH CONCEPT RIM ELEV 347.±0 REPLACE EXISTING 5 = 3a3.8O >: TREE I] PRELIMINARY "sT F� GftGORY - e' Pvc / FINAL NOTES. �T a• p DRIVE e 1. BOUNDARY IKORMATION TAKEN MOW THE SU INVIS N / y A. �0 r • O RECORD DRAWING P� PUT OF *GREEN TREE PAIN, SHLIPM ROAD, SOUTH q �` - _ , LOT O2 EAST SHORE DRYWALL INC.BURLINC SRE�VISED 8,11J�.TRUDE31 CONSULTING ENa1NEERsINC.. LAST a 5 ` - - GREEN TREE PARK INC •UN' W ' >< APPLICANT JOHHN K DRESCIUnIONS DGj LOT #12 GREEN TREE PARK HLS/ \ - GREGORY DRIVE, SOUTH BURLINGTON b ` EAST SHORE aRYWAu Na AIiR C/0 WJtK ROCHEIEAU ! EMTN44 SUN (/ Ex15TNG SMH #5 1 1 1 RETARD DRIVE Own SOUTH BURLINGTON. Vr 05403 / r VC N - 3 41.2 PIM E v a 3a9.33 SITE PLAN Sea (j N Fh0 N - N .23 8" PVC !N 34a67 \ ' NEW 6' PVC N - xl.b a" PVC IN = 340.60 « \ r Pvc cur - x12a a" PVC OUT = 340.53 \ \ \ OWNER 1111LI11, PROPOSED COMMERCIAL/ LAL GRAPHIC SCALE we - Foe CONNECTDETAIL ION INTO R \ RDBDT V. WILLIS �� �1 r t%� INDUSTRIAL BUILDING 4-�D MR s >n HR W EOSTING MANHOLE ` 135 SHUNPIKE ROAD � A ( IR TQT ) S S•eD - E0 R MAT COVERAGE LINO UK AR" 5 of IDEAL DRIVES W PARKING 3ZH50 LF (0.76 AC) 42.3 % BULDNO 20.000 &F. (0.46 AC) 25.7 X TOTAL OOVERACE 52.960 S.F. (1.22 At) SALO % OPEN SPACE =022 SF. (0.57 A.C) 32.0 X TOTAL 77,972 S.P. 1.70 AC 100 X LOT 03 \ 90 IN s"R1107°"' rr 06`9S _ * T59 N. = LAMOITRBUX, STONE & O'I.EARY I•_le sw _Y, Inc.2( .RATER ,A 4356 +`r `,. Consulting I naineen In PAUl 11ERGe45 5dyP!•�� AI,�TI 14 Mors* Wiw 0 (IDUST6Au ND Er T �tr/4 \; Essex Jmctlan, VF 05452 Um`� 4, ill i I t`71` (802) 878-4450 $1�ILee4'1-PItIILelB-$I111•fgE'B LAMOUREUX, STONE & O'LEARY CONSULTING ENGINEERS, INC. 14 MORSE DRIVE ESSEX JUNCTION, VT. 05452 VEHICULAR TRIP GENERATION PROJECT NAME: East Shore - Lot 12 DATE: Gregory Drive, South Burlington ANALYST: A. Rowe PROJECT #: 96042 CHECKED: SOURCE: "TRIP GENERATION, ITE, 5TH EDITION + 1995 UPDATE" LAND -USE ITE AVG. -- AM PEAK HOUR -- -- PM PEAK HOUR -- DESCRIPTION L.U.C. SIZE UNITS WKDY ENTER EXIT TOTAL ENTER EXIT TOTAL GENERAL LIGHT INDUSTRIAL 110 0 SQ. FT. 0 0 0 0 0 0 0 GENERAL LIGHT INDUSTRIAL 110 0 ACRES 0 0 0 0 0 0 0 INDUSTRIAL PARK 130 0 ACRES 0 0 0 0 0 0 0 MANUFACTURING 140 6,666 SQ. FT. 26 5 0 5 3 3 6 WAREHOUSING 150 13,333 SQ. FT. 65 6 2 8 3 7 10 MINI -WAREHOUSE 151 0 SQ. FT. 0 0 0 0 0 0 0 SINGLE FAMILY DWELLING 210 0 UNITS 0 0 0 0 0 0 0 APARTMENT 220 0 UNITS 0 0 0 0 0 0 0 RESIDENTIAL CONDONIINIUM 230 0 UNITS 0 0 0 0 0 0 0 RETIREMENT COMMUNITY 250 0 UNITS 0 0 0 0 0 0 HOTEL 310 0 ROOMS 0 0 0 0 0 0 0 MOTEL 320 0 ROOMS 0 0 0 0 0 0 0 MOVIE THEATRE W/O MATINEE 443 0 SQ. FT. 0 0 0 0 0 0 0 RACQUET CLUB 492 0 SQ. FT. 0 0 0 0 0 0 0 ELEMENTARY SCHOOL 520 0 STDNTS 0 0 0 0 DAY CARE CENTER 565 0 SQ. FT. 0 0 0 0 0 0 0 NURSING HOME 620 0 BEDS 0 0 0 0 0 0 0 GENERAL OFFICE BUILDING 710 0 SQ. FT. 0 0 0 0 0 0 0 MEDICAL OFFICE BUILDING 720 0 SQ. FT. 0 0 0 0 0 0 0 OFFICE PARK 750 0 SQ. FT. 0 0 0 0 0 0 0 OFFICE PARK 750 0 ACRES 0 0 0 0 0 0 0 DISCOUNT SUPERSTORE 813 0 SQ. FT. 0 0 0 0 0 0 0 SPECIALTY RETAIL CENTER 814 0 SQ. FT. 0 0 0 0 0 0 0 DISCOUNT STORE 815 0 SQ. FT. 0 0 0 0 0 0 0 HARDWARE 816 0 SQ. FT. 0 0 0 0 0 0 0 SHOPPING CENTER 820 0 SQ. FT. 0 0 0 0 0 0 0 RESTAURANT - QUALITY 831 0 SQ. FT. 0 0 0 0 0 0 0 RESTAURANT - HIGH TURNOVER 832 0 SQ. FT. 0 0 0 0 0 0 0 FAST FOOD W/ DRIVE-IN 834 0 SQ. FT. 0 0 0 0 0 0 0 SUPERMARKET 850 0 SQ. FT. 0 0 0 0 0 0 0 CONY. MARKET W/ GAS PUMPS 853 0 SQ. FT. 0 0 0 0 0 0 0 DISCOUNT CLUB 861 0 SQ. FT. 0 0 0 0 0 0 0 DRIVE-IN BANK 912 0 SQ. FT. 0 0 0 0 0 0 0 TOTALS 91 VTE/DAY 11 2 13 6 10 16 VTE/HOUR VTE/HOUR 1 0f1 Q:\QPRODATA\TRAFFIC\EASTSHOR.WB1 Land Use: 140 Manufacturing Description Manufacturing facilities are sites where the primary activity is the conversion of raw materials or parts into finished products. Size and type of activity may vary substantially from one facility to another. In addition to actual production of goods, manufacturing facilities generally also have office, warehouse, research, and associated functions. Related land uses include general light industrial (land use 110), general heavy industrial (land use 120), and industrial park (130). Additional Data Average weekday transit trip ends: 0.09 per employee 0.08 per 1,000 square feet gross floor area 1.25 per acre Information on person trip ends is not available. Information on truck trips is not available. Vehicle occupancy ranged from 1.2 to 1.3 persons per automobile on an average weekday. Peak hours of the generator: At most sites, the generator peaks at the same time as the adjacent street (7:00 to 9:00 A.M. and 4:00 to 6:00 P.M.). Facilities with employees on shift work may peak at other hours. The studies were conducted at facilities throughout the United States in the late 1960's, early 1970's and the mid-1980's. At the sites surveyed, the average number of employees was 773 (range of 34 to 7,900), the average gross floor area was 338,000 square feet (range of 16,000 to 2,200,000), the average number of acres was 34 (range of 0.5 to 153), and the average number of parking spaces was 542 (range of 43 to 5,600). Average Densities Employees Per 1,000 Square Feet Gross Floor Area 1.87 Employees Per Gross Acre 19.68 Employees Per Parking Space 1.44 1,000 Square Feet Gross Floor Area Per Parking Space 0.74 1,000 Square Feet Gross Floor Area Per Gross Acre 9.94 Gross Acres Per Parking Space 0.08 Source Numbers 3, 7, 10, 15, 17, 74, 85, 88, 177, 184, 241 Trip Generation, January 1991 153 Institute of Transportation Engineers Land Use: 150 Warehousing Description Warehouses are primarily devoted to the storage of materials; they may also include office and maintenance areas. A related land use is high -cube warehouse (land use 152). Additional Data Information on transit trip ends is not available. Information on person trip ends is not available. Information on truck trips is not available. Vehicle occupancy: No data available specifically for warehousing, but the average was approximately 1.3 persons per automobile for all industrial uses. Peak hours of the generator: At most sites, the generator peaks at the same time as the adjacent street (7:00 to 9:00 A.M. and 4:00 to 6:00 P.M.). Facilities with employees on shift work may peak at other hours. The studies were conducted at facilities throughout the United States in the late 1960's, early 1970's and the mid-1980's. At the sites surveyed, the average number of employees was 347 (range of 12 to 2,594), the average gross floor area was 271,000 (range of 33,000 to 2,230,000), the average number of acres was 25 (range of 1.5 to 107), and the average number of parking spaces was 382 (range of 35 to 2,436). Average Densities Employees Per 1,000 Square Feet Gross Floor Area 1.28 Employees Per Gross Acre 14.90 Employees Per Parking Space 1.09 1,000 Square Feet Gross Floor Area Per Parking Space 0.87 1,000 Square Feet Gross Floor Area Per Gross Acre 11.23 Gross Acres Per Parking Space 0.06 Source Numbers 6, 7, 12, 13, 15, 17, 74, 184, 192 Trip Generation, January 1991 183 Institute of Transportation Engineers APPENDIX A OFF-STREET PARKING AND LOADING 1. Minimum Parking Space Requirements Automobile and boat sales 1 space, separate from vehicle storage and service and display areas, for each 500 square feet gross floor area Automobile Rental 1 space per 400 square feet of gross floor area Bank or other financial 1 space for each 100 square feet of floor area institution devoted to general banking services for public use plus 1 space for each 250 square feet devoted to office use. Each drive -up window shall have sufficient stacking room for 6 cars and a by-pass lane shall be provided. Beauty Parlor or Hair 4 spaces per 1,000 square feet of gross floor area Salon Bed and Breakfast 1 space per guest room plus two spaces for owner Car Wash Adequate space for 10 vehicles Club, lodge, and any similar 2 spaces for each bedroom plus 1 space for each place providing overnight five active members accommodations Convenience store 1 space for each 100 square feet of retail floor area Day Care 1 space per staff member, and 1 space per 5 students Dry Cleaning 3 spaces, plus 2 spaces per 1,000 square feet of gross floor area Health Club 1 space per 125 square feet of gross floor area Hospital, sanitarium, rest 1 space for each 4 beds plus 1 space for each staff and convalescence home and or visited doctor plus 1 space for each 4 employees any similar institution Hotel or motel 1 space for each guest bedroom plus 2 spaces for each 3 employees Indoor theater or other 1 space for each 3 fixed seats provided for patrons places of amusement or assembly containing fixed seats Light Manufacturing Multi -family residential Night Club Office, General Office, Medical Radio or Television Station Repair Shop (not including automobile repair) Restaurant - Fast Food 2 spaces for each 3 employees plus 1 space for each company vehicle operating from the premises 2 spaces per dwelling unit plus 1 additional guest space for each four dwelling units 1 space for each 4 seats 1 space for each 250 square feet of gross floor area 1 space for each 200 square feet of gross floor area 1 space per 500 square feet of gross floor area 1 space per 300 square feet of gross floor area 1 space for each 80 square feet of gross floor area Restaurant - Standard, 1 space for each 3.0 fixed seats provided for patron including bars, grills, and use, plus 1 space for each 200 square feet of floor similar dining and/or area provided for patron use but not containing drinking establishments fixed seats Retail establishment - 1 space for each 150 square feet of retail floor area individual business Room and boarding house 1 space for each bedroom School including private and 1 space for each 4 seats in assembly hall, or if no high school or academy but assembly hall, 2 spaces for each 3 employees not including college or other institution Shopping Center: 400,000 square feet or less of gross leasable area Greater than 400,000 square feet of gross leasable area Service Station Storage and distribution facility, truck terminal contractors' yard or lumber yard Supermarket 5.0 spaces per 1,000 square feet of g.l.a. 5.5 spaces per 1,000 square feet of gross leasable area 1 space for each 100 square feet of retail floor area plus 2 spaces for each service bay 1 space for each 200 square feet of floor area devoted to office use, plus 2 spaces for each 3 non -office employees, plus 1 space for each company vehicle operating from the premises 1 space for each 200 square feet of retail floor area GREEN MOUNTAIN PO',VER CORPORATION GREEN NIOUNTAIN f)RIVE - P1 BO\ 850 - SOI;TFI F)URLIN(sTON, VT 05402-0�50 - (802)`_)64—j i3 i .. July 3, 1996 Mr. Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, VT 05452 Dear Mr. Rowe We have reviewed your letter of June 18, 1996, which requests Green Mountain Power's ability to serve the electric load for the Proposed East Shore Drywall Inc. building at lot 12 Green Tree Park on Gregory Drive in South Burlington. As you know, our comments are required so that a meaningful assessment can be made under 10 VSA Section 6086 (a) (9) (J). When load data is not available, Green Mountain Power Corporation forecasts an average use for each structure. You have informed us that this project will consist of a 20,000 Square Foot mixed use facility with capabilities for light manufacturing operations. Our review of this project assumes that all three phase motors larger than 10 H.P. and all single phase motors larger than 5 H.P. meet the requirement for reduced voltage starting unless written approval has been received from Green Mountain Power, and that none of the proposed facility will have electric space heating. Based on this information and other developments with similar parameters, it is estimated that the electrical panels will be 3phase 208Y/120 volt rated, and the total project as described will result in an estimated peak demand of 100 KW. This requirement can be supplied from Green Mountain Power's existing and planned generation sources. If this estimate is not consistent with your load prniections, Green Mountain Power Corporation should be made aware of the situation for planning purposes. We have evaluated the transmission and distribution system that will be used to serve your project's requirements and have determined that existing facilities are adequate for that purpose. We do not anticipate that your addition will require distribution or transmission improvements at this time or accelerate routine system improvements planned for the near future. Any new line extension construction necessary to provide service will be administered under GMP's line extension tariff. This tariff provides that line extensions will be installed in a right-of-way granted by the customer. GMP requires that these rights -of -way be unencumbered, a minimum of 10' wide and be protected by a legally binding easement. In view of these facts, we conclude that the proposed development will not put an excessive or uneconomic demand on Green Mountain Power's facilities. Details concerning service size, scheduling, costs, etc., should be discussed with Glenn Ghostlaw of the Colchester District Office. LAFtc cc: Eng. File J. Ehrler, Energy Planning D. J. Gaherty G. S. Morgan P. C. Tousley T. G. Cecchini G. M. Ghostlaw Very trul ou s 11-,,i �ot is A. Fonte Director of Engineering 4 vennont Gkis �'•°+ P.O. Box 467, Burlington, Vermont 05402 802-863-4511 July 1, 1996 Andrew Rowe Lamoureux, Stone, and O'Leary Consulting Engineers and Land Surveyors 14 Morse Drive Essex Junction, VT 05452 Re: Ability to Serve Letter Proposed Lot 12 Green Tree Park 20,000 s.f. Facility Gregory Drive, South Burlington, VT Dear Andrew: With regard to the proposed lot 12 Green Tree Park 20,000 s.f. facility to be located off of Gregory Drive in South Burlington, Vermont, please be advised that natural gas facilities closest to this proposed project presently are located on the southeast side of Gregory Drive along the road frontage of the proposed project. Please consult the enclosed Vermont Gas Systems' Gregory Drive Sheets 3 of 3 asbuilt drawing for the approximate gas facilities location. A feasibility study may be required to determine what contributions in aid of construction, if any, will be required for this project, and natural gas availability will be contingent upon entering into mutually acceptable construction agreements reflecting the outcome of the feasibility study, and acquiring necessary permits. If all of the previously stated conditions are met, Vermont Gas Systems -can serve the additional load of the proposed lot 12 Green Tree Park 20,000 s.f. facility without affecting our present firm customers. We strongly recommend the use of high efficiency equipment for all uses of natural gas, and cost effective thermal envelope measures for all new construction. To encourage this, our HomeBase and WorkPlace New Construction Demand Side Management programs encourage energy efficiency by providing technical assistance Vermont Gas Systems, Inc. recycled paper and financial incentives to builders/developers of energy efficient new construction, which will use natural gas for fuel. Enclosed please find information about the HomeBase and WorkPlace New Construction Programs. We invite and encourage all builders and developers (of buildings that will use natural gas) to participate in the HomeBase and WorkPlace New Construction programs . Please do not hesitate to contact me if you should have any questions. Sincerely yours, Michael A. Russom New Construction Engineer HomeBase New Construction Program Manager Enclosures is a photo reduction. -Lui1 size map can be seen at CCRPC offices. An 11 x 17 size >. ca.. be seen at each of the Town Clerks' offices in the County. 141 �11V .__ - r � _ Hsi ^�`� ✓1 tlEf{ E `� � 'r� Ii. ',� .a.,<< �- 1 �J Aa`i`��.E i � .<-r, •t ai�rc'.� f 7 t•?�1�t; •�,. - - � n ryyl ♦ I , r r r -� �`,� \ y 5{{• Y•ii�{('�a4ti"•i S. i �l 'M khY l"•.. $ �,/ `_ ..``` ( �� �}X• �� f .~ � u�v�ya _.Cry '.,.. �' � � .i Q'�C f"• / •. i£:.ti t ''v . {L� t SITE x� r ,-�K. , t ...4 m e l�'. gpp��Gi7t r y ' V' • . r. �., .�v r 1 j ..I L ...,1. f 3 PUBLICLY OWNED (PARCELS Or SCE 4 PAS or, !,:> FOREST FARM (CROPLAND, GRASSLAND, N0,\•-r-3FEST) ® INSTITUTIONAL, MAINLY SCHOOLS. COLLEGES, UNIVERSI-Y & TOWN HALLS LL___j LOW DENSITY RESIDENTIAL (FEWER THAN 6 DWELLING UNITS PER 1/2 MILE) 1990 i av HIGH DENSITY RESIDENTIAL (MORE THAN 6 DWELLING UNITS PER 1/2 MILE) ADOPTED BY RESOLUTION COMMERCIAL :r OAT CHAWM.N INDUSTRIAL, QUARRY LIM EXI M13'" LAND USE t _ LANDFILL —5.5_. • RECREATIONAL (GOLF: COURSE, SKI AFLA S=ACH, -F-TC ) •ORAFTSAUPDATEs: 186, 5/90, 7/90 - - ? - - Ui l4x,Nlr,,, �~� Su,rbwv,, ,�,, Tom• � w.. ., COUNTY OF �, w-» M • _...__ y+ CRITTENDEN COUNTY REGIONAL .�.. _ _,__ ` �_ l• � i i 1 _ ,..... ,...w_..,. r .,. PLANNING COMMISSMN 66 Pearl Street EssexJuxtAlkMaltCf j q: 7 REGIONAL' GROWTH CENTER SUB -REGIONAL GROWTH CENTER LOCAL GROWTH CENTER URBAN MIXED USE RURAL MIXED USE INDUSTRIAL/COMMERCIAL AREA AGRICULTURAL AREA FOREST/MOUNTAIN AREA MAJOR OPEN SPACE 1RESbRT AREA This rvnp is a phetc. reduction. A ful 1 size map can be seen at CCKPC offices, An 11 x 17 size V can be seen at each of the Town Clerks' Offices in the County. X.� M .... ...... . z j ITE t t (ED SPECIAL CONSERVATION AREA 1991 (List is in LAND USE section) SHORELAND.' All land between mean water ADOPTED BY RESOLUTION mark of any lake. pond or impoundment exceeding 20 acres and aline between DATE CHAAMM 50d and 100d from the water mark. Also NOTE' All boundaries are land with,n 100' of top of established banks V approximate and are for of major streams. PLANNED planning purposes, CIRCUMFERENTIAL HIGH- WAY ALIGNMENT PUBLIC USE/ MILITARY RESERVATION —56— FUTURE l A N n U S I- PLANNING. MAP.,.-- 41 Zl=-