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HomeMy WebLinkAbout0000 Catkin Drive - Landscaping - 11/17/1997Vermont National Bank November 25, 1997 Irrevocable Letter of Credit #97-1999 City of South Burlington Attn: Dick Ward 575 Dorset Street So. Burlington, VT 05403 Dear Sir: We hereby establish in your favor an Irrevocable Letter of Credit for the account of MBL Associates of Burlington, Vermont up to an aggregate amount of One Hundred Twenty Thousand Eight Hundred Forty Dollars and no cents ($120,840.00), effective immediately. This Letter of Credit will expire November 25, 2000. Payment under this Letter of Credit will be made to you upon presentation of the following documents: 1. Sight Draft drawn on the Vermont National Bank for the amount of payment claimed, bearing the clause "Drawn under Vermont National Bank Letter of Credit #97-1999". 2. Evidence that The City of South Burlington has given MBL Associates 30 days notice via Certified Mail of their intent to draw on the Letter of Credit because MBL Associates has defaulted on the Subdivision Letter of Credit Agreement dated November 17, 1997. Unless otherwise expressly stated, this Letter of Credit is subject to the Uniform Customs & Practices for Commercial Documentary credits fixed by the international Chamber of Commerce (1993 Revision), ICC Publication No. 500 and is governed by the Uniform Commercial Code of Vermont, as from time to time amended. We hereby agree with the drawers, endorsers and bona fide holders of drafts, in compliance with the terms of this Letter of Credit that such drafts will be honored upon due presentation at Vermont National Bank. /dmj Sincerely, Michael A. Gn Vice President P.O. Box 1308, 150 Bank Street, Burlington, VT 05402-1308 802-863-8900 802-863-8933 fax g� Panted on recycled paper NOV 18 '17 15:48 CITY OF S BURLINGTON P.2/4 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be :recognized within one year after completion of the improvements set forth in Paragraph I. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the edattached before Letter of Credit to be renewed at least thirty (30) y he maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) buginess days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or. MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum of _ ($ /_��� ��'_ shall be sufficient to secure DEVELOPt shall ER's obligations under this Agreement additional not relieve DEVELOPER from the obligation to ay any costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the by BANK The consent of the DEVELOPER to payment aymter ntCof t i dra t by B NK to required. MUNICIPALITY 2 • � 1 NOV 18 '97 15:50 CITY OF S BURLINGTON P.3/4 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. Upon request of DEVELOPER, but only at the• sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said Letter of Credit required hereunder if the MUNICIPALITY believes that the full amount of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of the Letter of Credit. 13. The BANK may not modify the setter of Credit without first receiving written consent of the MUNICIPALITY. 14. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. k1 ,. - -- -' `-111 ur '-) bURLINGTON P.414 . This shall be theirSrespectiver heirs, executors, admjni tra o on all Parties hereto and assigns.s, successors and Dat d at Vermont, this /7day of 199 IN TH PRESENCP OF: By: Dated at QL'I, C-� IN PRESENCE OF: / L. ✓ By: Dated at 199 IN p �ESENCE OF: By 1 Duly Authorized Agent (DEVELOPER) ))C Vermont, th.l`�` day of Vermont, this day of so v y � Duly thorized Agent (MUNICIPALITY) lC: ? 8t3;?-873-'�E�37 EARTLETT WEAVER ASSC PAGE 01 ROSERT AND �bMPANY :1 11 Mr- Alm Bartlett 25 Ph10e" Drive Essex Junction, VT 05452 March 15, IM Re: Dorset Fain, South 14nxlington Per your request, I have made a list of Catkin Drive roadway items aW related costs that have been completed by this corupeny as of this date. W M� Robe t Willis Sep 1G 38 12:07P uerr�j Mi lat P.2 Robert Willis and Company 89 Shunpike Road Williston., Vermont 05495 (802) 864.0037 Re! Dorset Farms, South Burlington RM UftIt Cost Total Clearing & Grubbing Erosion Control L.S. $500.00 $500.00 Strip Topsoil & Rough Grade L.S. L.S. $1,250.00 $33,000.00 $1,250.00 $33,000.00 8" Sanitary Sewer 2444 L.F. $19,50 $47,658.00 4" Sewer Services 8" Sewer Services 4 EA $495.00 $1,980.00 Sanitary Sewer Manholes 22 Eq. 12 EA. $560,00 $1,a50.00 $12,320.00 24" P.E. Storm 124C L.F. $28.00 $22,200.00 $34,720.00 18" SDA Storm 15" SDR Storm 360 L.F. $21.00 $7,560.00 36" Dia, Catch Basins 960 LF. 11 EA. $18.50 $1,380.00 $17,760,00 $15,180.00 48" Dia. Catch Basins 7 EA. $1,510.00 $10.570,00 48" Dia. Storm Manholes 4 EA. $1,750.00 $7,000.00 4" Underdrain 4" Underdrain Services 4400 L.F. $7.15 $31,460.00 4" Underdrain Cleanouts 26 EA. 4 EA. $495.00 $135.00 $12,870.00 8" Water Main 2270 L.F, $18.80 $540.00 $42,676.00 8" Gate Valves 4 EA. $545.00 $2,180.00 Hydrants w/ Valves 4 EA. $1,900.00 $7,600,00 3/4" Water Services 48 EA. $480.00 $23, 040.00 Stabilization Fabric 9000 S.Y. $0.55 $4,950.00 24" Plant Mix Gravel 6260 C,Y $7.75 $48,515.00 2" Type 11 Asphalt " 7400 S.Y. $4.45 $32,930.00 1 Type II I Asphalt 7400 S.Y. $2.45 $18,130.00 5' Concrete Sidewalk 2180 L.F. $13.00 $28,340.00 Concrete Curbs 4500 L.F. $8.50 $38,250.00 Topsoil, Seed Within R.G.W. 2200 L.F. $2.75 $6,050.00 $509,229.00 16.07 802-879-0037 BARTLETT WEAVER. ASSC "ZIAGE 012 AND. !-EMPLANY CaMn Ddve Roadvmy?tw"!$ Memorandum To: Jerry Milot From: Dick Ward 4it--- Re: Letters of Credit - Dorset Farms Date: September 16, 1998 As of 2/5/98, the balance of your letter of credit is $211,448 which expires on 11/25/98 in total. Therefore, we need two new letters of credit, amounts $63,000 which covers completion of site work in Phase I, the other in the amount of $509,229 covering Phase II. I will be out of town on Thursday, call me Friday morning. Sep 16 96 12:07p Gerry Milot 860-2097 p.3 P MN m a MP PT no I a P R O P E R T 1 B S I N C Richard. Ward City of South Burlington via fax Dear Dick, The following are the items remaining on the phase 1 site work. 1. Road work -- fmal course ofo*vement -- $36,900 2. Bite path on Dorset Street -- $26, 400 Total-- $63,000 This work will be completed in the spring. Please release my bonding requirement to this amount. Please call me if you have any questions. Sincerely, ,VV(?U Gerald C. Milat P.O. Box 4 19 3 Burlington, Vermont 0 5 4 0 6 Tel (R+12) 659_2000 Fax (802) 864-8172 IZM3 Vermont National Bank February 5, 1998 AMENDMENT FOR IRREVOCABLE LETTER OF CREDIT NO. 97-2000 City of South Burlington 575 Dorset St. South Burlington, Vt. 05403 Dear Sir or Madam: We hereby amend our original letter of Credit #97-2000 in your favor as follows: 1: Reduce the Letter of Credit amount from $307,509.00 to $211, 448.00 with an expiration date of November 25, 1998. All other terms and conditions remain the same as in the original Letter of Credit dated November 25, 1997. Sincerely yours, VERMONT NATIONAL BANK BY4� r Monica inn, Assist t Vice President P.O. Box 804, Brattleboro, VT 03302 802.257.7151 � Printed on recli ded p°pe, 14 Morse Drive Essex Junction, Vermont 05452 February 25, 1998 LAMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. Mr Ernest Christianson Regional Engineer Agency of Environmental Conservation 111 West Street Essex Junction, VT 05452 RE: South East Summit Subdivision, South Burlington, VT Water Supply & Waste Water Disposal Permit # WW-4-0710 Dear Ernie: (802) 878-4450 Fax (802) 878-3135 As a follow up to the attached letter of January 14, 1998, we are enclosing the results of the pump station start up and leakage tests. If you have any questions, please call. Sincerely, Don E. Lawrence cc: Dick Ward, City of South Burlington Gerald Milot, MBL Associates Q:', 1997\97099\S W RCRT2. WPD Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying LAMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. 14 Morse Drive (802) 878-4450 Essex )unction, Vermont 05452 Fax (802) 878-3135 January 14, 1998 Mr Ernest Christianson Regional Engineer Agency of Environmental Conservation I I I West Street Essex Junction, VT 05452 RE: South East Summit Subdivision, South Burlington, VT Water Supply & Waste Water Disposal Permit # WW-4-0710 Dear Ernie: In accordance with the above referenced permit, Lamoureux, Stone & O'Leary certifies that the sanitary sewer line extensions and associated appurtenances for the South East Summit Subdivision in South Burlington, VT have been constructed substantially in accordance with the stamped approved plans and have met all of the testing requirements as described in items # 15 and # 16 in the above referenced permit. These testing requirements include gravity sewer line and force main pressure tests, sewer manhole vacuum tests, pump station structure tests and gravity sewer line deflection tests. All tests were witnessed by representatives of Lamoureux, Stone & O'Leary and have been forwarded to the Town of South Burlington. The pump station start up has not taken place as of this date but once the power is run to the pump station and the start up is complete the test results will be forwarded to your office. This certified sanitary sewer system provides service for lots # 59, #95-148, #158, the barn lot, and condo units A-H as shown on the attached sheet 1 of 4 by Lamoureux,Stone & O'Leary. If you have any questions, please call. Sincerely, Don E. Lawrence cc: Dick Ward MBL Associates QA t 997\97099\S W RCRT. W PD Civil 9 Environmental 9 Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying Z'- v 75Z �aq� (ZZ36P�p ZoAAT e T5 Z L g z- Ss/n/"L,/ LAMOUREUX & STONE CONSULTING ENGINEERS, INC. 14 Morse Drive ESSEX JUNCTION, VERMONT 05452 (802) 878-4450 JOB 3-1.zYt G4Si ii 6li0 1c SHEET NO r [ OFF CALCULATED 8Y _ l 1_L t s_ �� C7 c CHECKED BY DATE SCALE W uj c, U-)T'c-PE�z 'SST To Si Ater ICAO h� iZ�►Z��r. _ 3 Z 1z., C --;h KcubCl I,A I(S+q4 ljw;) 2011 IVs.Wdlt ,rlok.Giawn,M-01111 To U,dm NxN'E IUUipfEldq 1256380 Consulting Engineers, Inc. ,Sewer Manhole Vacuum Test Report Project Name: Project #:_ -7 O !1 Project Location' 2st� S� S� EiP-t-i moareontractor: M� Date of Test: I Zy q 7 Town Representative: Specific Location: -� 4;�-7 4;-� MJap to Number.......:..Station:....:...:..:.Start.:....: Marit�ole Ttmi? . > Ttme> s..:>...;End.>:.:.:.::.......::.StarE:° Vacuum, .... :...>�...::..:End ....:.,.:..>...>�._...,.a. .s• n;•r-r.. . i>3 s oe S/F..ad . e w-s /L Z7 OU I ZZf ..:: t� M0 .� �2,► c-r4 ^sT 1. / z 310 / 4 s i 13146013�1vz� Z c 2 ` S Z /4 ut3v Z� l s� Test Procedure; Vacuum shall be at 10" of Hg at the beginning of the two (2) minute test period. The test is considered passed if the vacuum stays at 9" of Hg or above for the duration of the test. Ins ector: 2% C� ' �'``2�/T� Tesler: ��I �c 1'� -�c� u � ��— P — Initial , . _ n Inspector •. original to file and circulate copy to the following •I. Project t_ngineer 2... Project Principal a. Construction 1_:ngineer No Text LAMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. 14 Morse Drive (802) 878-4450 Essex Junction, Vermont 05452 Fax (802) 878-3135 February 25, 1998 Mr. Rodney Pingree Department of Environmental Conservation Water Supply Division The Old Pantry Building 103 South Main Street Waterbury, Vt 05671-0403 RE: Southeast Summit Subdivision, South Burlington, Vt Public Water System Permit to Construct # E-0335 Dear Mr. Pingree: Under the above referenced permit this development was approved for an average daily water demand of 116,850 gallons per day. This included 161 single family homes with 4 bedrooms each and 15 condo units consisting of 135 bedrooms. The developer wishes to expand the condo units from 135 bedrooms to 180 bedrooms. The following table outlines the new water demands of the development: 161 houses X 4 bedrooms each X 150 Gal/bedroom = 96600 GPD 180 bedrooms X 150 Gal/bedroom = 27000 GPD Total = 123,600 GPD Champlain Water District has said they will be able to provide the additional water as stated in the enclosed letter. We are here -by requesting an amendment to the permit to increase the flows from 116,8500 GPD to 123,600 GPD. We look forward to your timely response so we can have the subdivision permit updated. If you have any questions, please call. Sincerely, Don E. Lawrence cc: Brent Desranleau, CWD Dick Ward, City of S. Burlington Gerald Milot, MBL Associates Q:\1997\97099\PWSPC.WPD Civil • Environmental • Transportation 9 Planning • Landscape Architecture • Hydrogeology • Land Surveying 02/23/1998 09:10 8028640435 CHAMPLAIN WATER DIST PAGE 01 CITY OF SOUTH BURLINGTON WATER DEPARTMENT 403 QUEEN CITY PARK ROAD SOUTH B URLINGTON, VERMONT 05403 TEL. 864 4361 February 23, 1998 Mr. Don E. Lawrence Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 RE: Act 250 Review: Southeast Summit Subdivision, Dorset St., S. Burl, VT Dear Don; In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following: 1. Your original estimated demand of 116,850 gallons per day and the additional 6,750 gallons per day for the above referenced project can be furnished by the South Burlington Water Department without restricting or encumbering its present users. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, SOUT LING 0 WATER DEPT. rent DesranIeau Superintendent cc: J. Fay D. Pratt C. Hafter 7671Zrom Data P. Jacobs Post -It' Fax Noto r L XZAI, Fax � « 77P-V3S 14 Morse Drive Essex Junction, Vermont 05452 February 25, 1998 LAMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. Mr. Rodney Pingree Department of Environmental Conservation Water Supply Division The Old Pantry Building 103 South Main Street Waterbury, Vt 05671-0403 RE: South East Summit Subdivision, South Burlington, Vt Public Water System Permit to Construct # E-0335 Dear Mr. Pingree: (802) 878-4450 Fax (802) 878-3135 In accordance with the above referenced permit dated September 29,1997, Lamoureux, Stone & O'Leary certifies that the water line extensions and associated appurtenances for the South East Summit Subdivision in South Burlington, VT have been constructed substantially in accordance with the stamped approved plans and have met all of the testing requirements. The testing includes flushing, Pressure testing, Disinfection testing and bacteriological examination. These tests were witnessed by representatives of Lamoureux, Stone & O'Leary and are enclosed for your use. Also please find attached the Record Drawings. The certified water system provides service for lots 459, #95-148, #158, the barn, and condo units A-H as shown on attached sheets 3R, 4R and 5R by Lamoureux, Stone & O'Leary. If you have any questions, please call. Sincerely, Don E. Lawrence CC: Brent Desranleau, CWD Dick Ward, City of S. Burlington Gerald Milot, MBL Associates Q:\1997\97099\WTRCERT.WPD Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying LAMOUREUX, DICKINSON & OTEARY 14 Morse Drive Consulting Engineers, Inc. Essex Junction, Vermont 05452 April21, 1998 Mr Ernest Christianson Regional Engineer Agency of Environmental Conservation 111 West Street Essex Junction, VT 05452 RE: South East Summit Subdivision, South Burlington, VT Subdivision Permit # EC-4-1795 Dear Ernie: (802) 878-4450 Fax (802) 878-3135 In response to Jessanne Wyman's attached letter of April 16,1998 and in accordance with the above referenced permit, Lamoureux, Dickinson & O'Leary certifies that the force main encasement pipe and manhole have been constructed substantially in accordance with the stamped approved plans and have met all of the testing requirements as described in items 914 of the above referenced permit. All tests were witnessed by representatives of Lamoureux, Dickinson & O'Leary, and the results of those tests are enclosed and have been forwarded to the Town of South Burlington. If you have any questions, please call. Sincerely, Don E. Lawrence cc: Dick Ward MBL Associates Q:A 1997V97099\S W RCRT3.W PD Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying V .t Department of Environmental Conservation — Y Wastewater Management Division Department of Fish and Wildlife I I I West Street Department of Forests, Parks and Recreation �.: i� }� �Y g'� ��9 Essex Junction, Vermont 05452 Department of Environmental Conservation E t i it �.i State Geologist Telephone 9(802) 879-5656 April 16, 1998 APR 2 O 1998 State of Vermont -AGENCY OF NATURAL RESOURCES Carolyn Farineau L. Randolph Amis, Esquire P.O. Box 238 Burlington, Vermont 05402-0238 Dear Carolyn: Subject: Subdivision Permit #EC-4-1795 & amendments, Water Supply & Wastewater Disposal Permit # WW-4-0710 & amendments, so-called "Southeast Summit", Dorset Street, South Burlington, Vermont. I am writing in response to your fax requesting the status of Condition 913 of the Subdivision Permit. This condition relates to the inspection report from a professional engineer that the sewer line extension was constructed in accordance with the approved plans. We have received two inspection reports from Lamoureux, Stone & O'Leary (now Lamoureux, Dickenson & O'Leary) dated January 14, 1998 and February 26, 1998. The reports certify the sewer system serving Lots 59, 95-148, 158, the barn lot, and condo units A-H. We have not received an inspection report of the forcemain encasement pipe as required in Condition 914. Any question regarding the Act 250 permit should be addressed to the District Coordinator, Jim Boyd at 879-5662. Sincerely, �UWNte/' ?ssanne Wyman � Assistant Regional Engineer c City of South Burlington Lamoureux, Stone, & O'Leary , rr LAMOUREUX, STONE & u Lc14rc r Consulting Engineers, Inc. / newer Manhole Vacuum Test Report Project Name: ` `�0-"` �^ Project Location Date of Test:_ i U 2� T7 Specific Location: Project #: Contractor:, Town Representative:_ Test Procedure: Vacuum shall be at �10" of Hg at the beginning ofbovthe tWthe auon )rminute tth e test test is considered p s e if the vacuum stays at 9 of Hg of a� I �wi Tester: r' -- �—�--- Inspeclor:_I -�a -Z - --�-_--.--- Initial —_-_ _- Insl)eclor original to 1ilc; �+r)d cil-CL11 ate �1 copy to the follo�a�ing: -1. Projecll=nctineer ---- - --- ;�. Project I incip d AFFIDAVIT The undersigned does hereby certify and state as follows: I am the Zoning Administrator of the City of South Burlington, a position I have occupied for thirty years. 2. As Zoning Administrator, I am responsible for overseeing and ensuring that the infrastructure for developments occurring in the City of South Burlington will be and are timely constructed in accordance with City policies. Before I issue a zoning permit for construction of the first dwelling unit in any phase of a development, we required that: (i) a gravel base, curbs, and if weather permits, the first course of paving be installed on all roadways serving the dwelling units in the phase and, (ii) a bond, escrow agreement, or other form of surety acceptable to the City be provided which ensures completion of construction of the roadways in the phase to City specifications. 4. After compaction and settlement have occurred, generally through a winter season, the City requires the roads and sidewalks serving the phase be completed during the following construction season with the final course of paving being completed before the asphalt plants close in early November. 5. Before a building permit for the construction of the first dwelling unit in any phase of a development is issued, the City requires that a bond, escrow agreement or other form of surety acceptable to the City has been provided which ensures completion of the landscaping improvements associated with the phase and provides adequate monies for replacement of landscaping during the subsequent three year period after planting. The landscaping for a phase is required to be completed when the final road improvements and sidewalk installation occur. 6. All infrastructure improvements including utilities, stormwater systems, roads, sidewalks, bike or recreation paths and landscaping receive final inspection by the City before acceptance. Dated this day of February, 1998. Richard R. Ward, Zoning Administrator STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, in said County and State, this (:2� 9day of February, 1998, personally appeared RICHARD R. WARD, and he swore to the truth of the foregoing statements. Before me, Notary P lic <Wnd AffW—t/"41 Zi 9_ )1 t. WP/SRO February 25, 1998 Stephen R. Crampton, Esq. Gravel and Shea P.O. Box 369 Burlington, VT 05402-0369 Re: Dorset Farms, PRD Dear Mr. Crampton: In reply to your request, be advised that the City of South Burlington presently holds two bonds with respect to the completion of work in Phase I of the Dorset Farms Planned Residential Development. One bond includes $126,400 to ensure completion of the paving and the construction of the sidewalks. A second bond in the amount of $120,840 covers the cost of completing all of the landscaping associated with Phase I and the replacement of landscaping that may die during a three year period after initial planting. I am also able to certify, based on inspections, that the sub -base, curbs and base course of paving of the roads in Phase I met City specifications. The City expects and will require that the work covered by the bonds be completed during this construction season. Very truly yours, Richard R. Ward, Zoning Administrator LAMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. 14 Morse Drive Essex Junction, Vermont 05452 January 29, 1998 Gerry Milot MBL Associates P.O. Box 4193 Burlington, VT 05406 Re: Dorset Farms Pay Requisitions Dear Mr. Milot, (802) 878-4450 Fax (802) 878-3135 Personnel from Lamoureux, Stone & O'Leary have made regular inspections of the work performed to date on the Dorset Farms (Southeast Summit) project by the J.A. McDonald and S.D. Ireland companies. We have also reviewed the recent pay requisitions submitted. Pay requisition #5, dated 12/31/97, submitted by J.A. McDonald, Inc. is an accurate representation of the work performed to date and we recommend payment in the amount of $51,173.85. We would also recommend, provided McDonald has posted a bond acceptable to the City of South Burlington, that the $25,000 held in retainage for cleanup work along Dorset Street be released. Pay requisition 45, dated 12/24/97, submitted by S.D. Ireland Brothers, Inc. is also an accurate representation of the work performed to date and we recommend payment in the amount requested, $49,520.55. Sincerely, Pa 1 O'Leary Jr., P.E. cc: Mike Gingras Dick Ward Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying LAMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. 14 Morse Drive Essex Junction, Vermont 05452 January 29, 1998 Dick Ward, Zoning Administrator City of South Burlington 575 Dorset Street So. Burlington, VT 05403 Re: Dorset Farms Pay Requisitions Dear Mr. �17ard (802) 878-4450 Fax (802) 878-3135 Personnel from Lamoureux, Stone & O'Leary have made regular inspections of the work performed to date on the Dorset Farms (Southeast Summit) project by the J.A. McDonald and S.D. Ireland companies. We have also reviewed the recent pay requisitions submitted. Pay requisition #5, dated 12/31/97, submitted by J.A. McDonald, Inc. is an accurate representation of the work performed to date and we recommend payment in the amount of $51,173.85. We would also recommend, provided McDonald has posted a bond acceptable to the City of South Burlington, that the $25,000 held in retainage for cleanup work along Dorset Street be released. The value of the remaining work on McDonald's contract as of January 1, 1998 is $4,438.15 (this does not includes the $25,000 bond posted for Spring cleanup work). Pay requisition #5, dated 12/24/97, submitted by S.D. Ireland Brothers, Inc. is also an accurate representation of the work performed to date and we recommend payment in the amount requested, $49,520.55. The value of the remaining work on Ireland's contract as of January 1, 1998 is $207,010. The balance to complete the project as of January 1, 1998 is $211,448. Sincerely, Paul O'Leary Jr., P.E. Enc. c: Milot Properties, Inc. Q A 1997\97099\ W ARDREQ4. W PD Civil • Environmental 9 Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying Dorset Farms, So. Burlington, VT Remaining Work as of: Dec 1, 1997 Item No. Description Contractor Scheduled Value Total Complete Balance To Complete 1 General Sitework Ireland $217,000.00 $188,790.00 $28,210.00 2 Water Ireland $144,000.00 $144,000.00 $0.00 3 Sewer Ireland $156,000.00 $156,000.00 $0.00 4 Storm Ireland $200,000.00 $186,000.00 $14,000.00 5 Roadwork Ireland $410,000.00 $352,600.00 $57,400.00 6 Curb & Sidewalk Ireland $150,000.00 $81,000.00 $69,000.00 7 Asphalt Bikepath Ireland $48,000.00 $9,600.00 $38,400.00 8 Current Additional Work Ireland $44,452.57 $44,452.57 $0.00 9 Off -Site Water McDonald $269,352.00 $269,352.00 $0.00 10 Off -Site Force Main McDonald $103,945.20 $103,945.20 $0.00 11 Off -Site Forcemain Cleanout McDonald $4,800.00 $4,800.00 $0.00 12 Off -Site Alr/Vacuum Manhole McDonald $3,365.00 $3,365.00 $0.00 13 Offsite 6' Dia Manhole McDonald $9,830.00 $9,830.00 $0.00 14 Pump Station McDonald $156,100.00 $151,661.85 $4,438.15 Balance To Complete $211,448.15 PqrMFYPTml it M 0 © D 0 P a i s r r it 1, 1 N ,. Dick Ward City of So. Burlington Via Fax 658-4748 Dear Dick, Enclosed is a copy of the letter i seat to PaUl O'Leay-y -Nail iht 'We"rk "Arhen you get the ok please tTax a release to Mike Gin-gras at 86 8733. The sevve and wate�,- have fallen in place Could you send me a fetter that we have satisfied that ci.(t 4,tiun of tht- b4iildin g permit. Thanks Dick. Gerry P O. Box 4193 [lurlingrnn, V�nu u t U S 4 it G Tcl 00-1) C,SN• 200o Fax (np?) 6tn4-817-' M a d a, . ( I ) P 11 Paul O'Leary Via fax 878-313 5 Dear Paul. ° nj*Sed ;� J11- s-rzonths requisition. The axn�ount we a e req:ie.aiitit� �t;rr9 tt.? %�`k is: JA McDonald $51,174 f ��; ea0 c � SD Ireland $49,520 Please fax your certification to, Mike Gingras Vermont National Bank- 863-8933 Dick Ward City of So. Burlington 658-4748 Thanks, Sincerely, Gerald C. NUot P O- 13o31 •11 9; R.irli�%gtun, Vrrm(onc 0 5 4 0 4 Tcl 802) 6SR-2000 F... (802) 864-817 S. v..`iRE+ Q BRAS. CORP. PROSRESS REPORT ?ROGRESS REPORT. APPLICRT:uN IN3 CE'R-T JCAT? rOR pVMW, containing h:,; i :a` :r• a1:, g Date . 12124197 zn tractor'st signed Certificate is at►.a.hed. Per?od from 1"iD1197 To 12/31I97 CI)ntract ' IJTr(EAST IT INVOICE N ± I LIA. SCHEDULED `ttG v .1CS i' op1 NUMBER DESCRI?TiUN VAL: E ?f!0uNT IN ?; A-,,Z- 1 SENE.RAL SITE'WOR 138,190.00 %.n 2 WATER 144,000.")0 142,560.40 .Yi SEWER !ire, STORM _ 2oIJ,2Qo,':u 1sh,U;�C.00 O,Uu RCADWnK 410,V;:.JC 1744,41,10.00 :,2CC.; U 6 CURE & SiDEiALK ASP: ALT 81KErAT 48,C 0 QX ?,6()C.04 by t20i OCTOBER 31 LETT 20,228,4 Zlv,223.4" v.OG CO2 NOVEMBER '30 LET 4,2 4:I0 -44,'24.10 G.:^ NO DECEMBER 31 LEi 4'.0 SUB TOTALS "tr;{ Jl� Tnr"I rOMPI. 4 iALANCE :•,'lr+,!:^ .vMP.. ill rIN,I ____------, - _.._.._.__..--- ...---------------------_,.__.._...._ 4) 1s4, i 0.? 100.00X 0.00 0,00 69,000.00 1 2^,00'% 38,40r).�0 0•'I`( .2 3.47 1N,.00% 0100 0.0�+ .... J ..� 1Un r i V. "! h O.OQ n nr .tt,� 1,104,32,1.12 35.2;% 207,010,00 i i I TOTAL. F'.O1 of 2 MBL ASSOCIATES souwEASTWk-k*r CONTRACT PAYMENT REQUISMON ifian No. 5 T— Period CoverPA: 12/1/97 to 12131/97 - 6R`�- PAY DESCRIPTm UNIT UMT "),JPE�Fft 1--dry pRtcE CITY QYY I AMT AMT QTY AfAT A -,-*-, tom" �—owliw,fFon wtff--r-,Fir.-,-e---,L-,F--- 34.40 mo 78-- 9.52.001 01 $ t 17.86 5820 5820 $103,94S.20 0 58201 3 103,945.20 EA 1,200AO 4 4 $ 4.800.00 41 $ 4.800 OD' -A'-I*r-IV—ac--u'tan—Misn-h—ol'i— F.A--- T 1 S 3,365,00 E 7,7W.00 V 0 $ FA 9,830.00-, $ 9'"A .00 O's F jRevi*edPiuvnp,6tmim EA I 1W 100-00 1 i 0.61 $ -61,665700 510CKII P-FE) MATIERtALS Used ire 04.1 VC ci- 20C ftitm Piw LF 2.44, 5290. 12.007.60 0 1, 2- Class 52 D1 Pipe LF 14.43 14,430.w; 6 S SUB -TOTAL STOCKPILED MEW (Aug. & Sept. 27.337W ISTOC"ILED MATERIALS i DerAnb" $ TOTAL OTAL THIS Rr=QUISITION LAMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. 14 Morse Drive Essex )unction, Vermont 05452 November 13, 1997 Dick Ward, Zoning Administrator City of South Burlington 575 Dorset Street So. Burlington, VT 05403 Re: Dorset Farms Pay Requisitions Dear Mr. Ward, (802) 878-4450 Fax (802) 878-3135 Personnel from Lamoureux, Stone & O'Leary have made regular inspections of the work performed to date on the Dorset Farms (Southeast Summit) project by the J.A. McDonald and S.D. Ireland companies. We have also reviewed the recent pay requisitions submitted. .,Pay requisition #3, dated 10/31/97, submitted by J.A. McDonald, Inc. is an accurate representation of the work performed to date. The value of the remaining work on McDonald's contract as of November 1, 1997 is $167,703.40. Pay requisition #3, dated 11/03/97, submitted by S.D. Ireland Brothers, Inc. is also an accurate representation of the work performed to date. The value of the remaining work on Ireland's contract as of November, 1, 1997 is 451,790.00. The balance to complete the project as of November 1, 1997 is $619,493.40. Sincerely, Paul O'Leary Jr., P.E. c: Milcrt Properties, Inc.,;; _ QA1997\97099\wardREQ2.WPi) Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying 11/17/1997 08:58 802-878-3135 LAMOUPEUX STOr;E OLEA PAGE 02 Dorset Farms, So. Burlington, VT Remaining Work as of: Nov 1, 1997 Item No. Description Contractor Scheduled Value Total Complete Balance To Complete 1 General Sitework Ireland $217,000.00 $180,110.00 $36,890.00 2 Water Ireland $144,000.00 $141,120.00 $2,880.00 3 Sewer Ireland $156.000.00 $156,000,00 $0 00 4 Storm Ireland $200,000.00 $182,000,00 $18,000.00 5 Roadwork Ireland $410,000.00 $176,300.00 $233,700.00 6 Curb & Sidewalk Ireland $150,000.00 $30,000.00 $120,000.00 7 Asphalt Bikepath Ireland $48,000.00 $7,680.00 $40,320.00 8 Current Additional Work Ireland $20,228.47 $20,228.47 $0.00 9 Off -Site Water McDonald $269,352.00 $269,352,00 $0.00 10 Off -Site Force Main McDonald $103,945.20 $100,194.60 $3,750.60 11 Off -Site Forcemain Cleanout McDonald $4,800.00 $4,800.00 $0.00 12 Off -Site AlrNacuum Manhole McDonald $3.365.00 $3,365.00 $0.00 13 Offsite 6' Dia Manhole McDonald $7,780 00 $0.00 $7,780.00 14 Pump Station McDonald $156,172.80 $0,00 $156,172.80 Balance To Complete $619,493.44 i i j i P It O 11 1t R T I F S 1 N C Dick Ward City of So. Burlington Via fax Dear Dick, j The following is a breakdown of work remaining on Dorset Farms i OFFSiTE ( J.A. Mcdonald contractor) 210 'force main i$3750 1 manhole ; 7780 Pumpstation 56173 Total i� 67703 ONSITE (Ireland contractor ) General sitework 36890 Water 2880 Sewer 0 Storm sewer 1800Q. Roadwork 233700 Curb and sidewalk 120000 . Bikepath .0320 Total 451790 Combined total 619493 Please let me know what th4c permit cost will be for a house at this site. Call if you need any additional info. Thanks. i Sin dy, i Gerald _ Milot P.O. Boy 4193 Borlington, Vermont i o S -4 o 6 Tcl (802) 65A.2000 I Fax (802) 864-8172 TOTAL P.01 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 30, 1998 Mr. Michael Gingras Vermont National Bank P.O. Box 1308 Burlington, Vermont 05402-1208 Re: Amend Letter of Credit #97-2000 Dear Mr. Gingras: ZONING ADMINISTRATOR 658-7958 The City of South Burlington hereby releases ninety six thousand sixty one ($96,061) dollars from letter of credit #97-2000. Please forward to this office a letter of continuation in the amount of two hundred eleven thousand, four hundred forty eight ($211,448) dollars, continuing with an expiration of November 25, 1998. If you have any questions, please don't hesitate to call me. Very truly, zeze -I'd --t Richard Ward, Zoning Administrative Officer RW/mcp r-= --- --------�- L AMO U R E U X, STONE & O' L toR Y - ('c;nsulting Engineers, Inc. 1 4 i'mooe Drive Esaet Junction. Vermont 054`.2. January 29; 1998 Dkck Ward, Zoning ,administrator City of South .Burlington 575 Dorset Street So Burlington, VT 05403 Re. Dorset Farins Pay Requisitiot?c Dear Mr. Ward, Personnel ifom Lamoureux, Stone �� O'Lcary it", - n?ad? -r.45 1 .11IF, -t. -`1 ........_ .. _..- pertortned to gate on the Dorset .FarmS (Southeast. Sui?1i31iti pre-l..ct b*v the T.,A, NkDonald and S.D. Irelani? companies. We have also reviewed tht, iecent pay rvyulsitaons submitted. Pay requisition 45, dated 121.11197, submitted by J A Nlcnoriald, T11c_ is an accurate 'el7resentation of the tvorTt performed to date and we recolron.iend payment in the amount of $51,173.85, We M)Uld also recciaimend, provided McDonald ha_. po3ted a bond acceptable to the City of South 13uriington, that the $25,000 he d in retama�=,e for cl.-anup %vcrk along Dorset Street be released. The value of the remaining wo:k on McDorald's couyract as of Jasivary 1, 1998 is $4,438 15 (this d1ocs not includes the $25,ti00 bo,id posted for Spring cleanup work). Pay requisition 45, dated 12/24/97, submitted by S.D Ireland E3rcther�, (ne. is also �? accurate representation of the work pettornied to date and we recomisiend payment in the amount requested, $49,520.55. The value of the retiiaining, v/ork- in Ireland's contract as of January 1, 1998 is $707,010. The balance to complete the project as of January ), 1998 is $21 1,448. Pat 0 Leary Jr P F. Eric. c: Nlilot Properties, Inc. Civil • Environmental + Transportation • Planning * Landscape viydrogeolop + Land Surveying ....:L - - Dorset Farms, So. Burlington, VT Re-iaining Work as of - Dec 1, 1997 Ilts�rT1 N,� _ iJ@S r!�Cl;In _ _ _ ._. _._ r`oi1t:'ciGtOr i S-cheduied value ! _-r---- Ott: Crn!rr)le?e_ I Balance To Cornpl2te 00 1 r` .�@ndfal jit�wc,:r�c l; eland $2't 7 3Ut; �:C, iI t 3n 700.00 528,210 2 i'JVater Ireland " 3-144.000.03C 1$144,000 00 $0.00 k 3 Sewer ireiar.d $' i6.00L.00 $15n,00C 00 � $0 ^0 4 wtorm ;relan $?010. 01) $136,000 C0 $14 000.10C I 8 Roadwork Ireland S41r,Ot_0 00 a352.,600 00 $57,400 00 6 � Curb � Sidewalk � C i refana g4 50,U0C Cr; � 0 $8-1,.,010.00 369,000.00 7 Aspnalt BiKepatii Ireland � $48,000.00 $9,6Q(i 00 $38.400.00 8 Curie t r! Additional Work Qd Ireland $44,4U.5'? $44,452 cl S0.00 9 Off -Site 'vvater ; McDonald $269.352.-00 ! $269,352.00 S0.00 10 off -Site Farce NI-ain McDonald S1'}3,9i'-A 2G $103,945.20 $0.00 11 Off -Site Forcemain Cleanout (McDonald } $4,5011).00 $4,8C0.00 $0.00 12 Off -Site Alr/Vacuum Manheie McDonald $3,365,00 W3,365.00 S4.00 " 3 Offs;t 6' Dia Manhole E McDonald $'.� 830. Wit: $9.830.00 $0.00 Ik1c0onald i I 14 Pump 5taticn 'ro 1 $156.100.00 i S151.561.85 1 _ $4,438,15 $211,448.15 Balaoce Complete I ---- J.A. McDONALD, INC. P.O. Box 132, Lyndon Center, VT 05850 (802) 626-5201 January 28, 1998 City of South Burlington ATTN: Richard Ward Zoning Administrator 575 Dorset Street South Burlington, VT 05403 RE: Southeast Summit Force and Water Main Dear Richard: Enclosed is a bond from J. A. Mc Donald, Inc. to the City of South Burlington in the amount of $ 25,000 Dollars. This will guarantee final cleanup in the Spring of 1998 in order that retainage may be released at this time. Please feel free to contact me if you have any questions. Sincerely, XLynford W. Wheatley Vice President LW/cn V; LJJi J.". VJ L 111i-lur'.GV:^. DIIJI'/C VLGH rf-i!,7C U1 14 MOtse Drive Essex Junction, Vermont 05452 L.AMOUREUX, STONE & O'LEARY Consulting Engineers, Inc. December 30, 1997 Dick Ward, Zoning Administrator City of South Burlington 575 Dorset Street So, Burlington, VT 05403 Rey Dorset Farms Pay Requisitions Dear Mr. Ward, (802) 878-4450 Fax (802) 878-3135 Personnel from Lamoureux, Stone & O'Leary have made regular inspections of the work performed to date on the Dorset Farms (Southeast Summit) project by the J.A, McDonald and S.D. Ireland companies. We have also reviewed the recent pay requisitions submitted Pay requisition #4, dated 11/30197, submitted by J.A, McDonald, Inc is an accurate representation of the work performed to date. The value of the remaining work on McDonald's contract as of December 1, 1997 is $87,440 (this includes the $25,000 amount held for Spring cleanup work). Pay requisition #4, dated 11/30/97, submitted by S.D. Ireland Brothers, Inc. is also an accurate representation of the work performed to date, The value of the remaining work on. Ireland's contract as of December 1, 1997 is $224,150. The balance to complete the project as of December 1, 1997 is $311,590, Sincerely, Paul Eric. c: Milot Properties, Inc. Q:',1997\97099\ W ARDREQ3. W PD Civil • Environmental + Transportation 0 Planning • Landscape Architecture • Hydrogeoiogy • Land Surveying LAMOUREUX, STONE & O'LEARY 14 Morse DriveConsulting Engineers, Inc. Essex Junction, Vermont 05452 December 30, 1997 Gerry Milot MBL Associates P.O. Box 4193 Burlington, VT 05406 Re: Dorset Farms Pay Requisitions Dear Mr. Milot, (802) 878-4450 fax (802) 878-3135 Personnel from Lamoureux, Stone & O'Leary have made regular inspections of the work performed to date on the Dorset Farms (Southeast Summit) project by the J.A. McDonald and S D. Ireland companies, We have also reviewed the recent pay requisitions submitted. Pay requisition #4, dated 11/30/97, submitted by J.A. McDonald, Inc. is an accurate representation of the work performed to date and we recommend payment in the amount of $82,240,60. Pay requisition 44, dated 11/30/97, submitted by S.D. Ireland Brothers, Inc. is also an accurate representation of the work performed to date and we recommend payment in the amount requested, $252,864.10. Sincerely, Paul O'LearyJr,;-P- F— CC: Mike Gingras Dick Ward Q A t 99T.9^. 0991PAYREQ3. W PD Civil + Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology 0 Land Surveying LAMUUKLUX 'zJUNt ULLA PAGE 03 Dorset Farms, So. Burlington, VT Remaining Work as of: Dec 1, 1997 Item No. Description Contractor Scheduled Value Total Complete Balance To Complete 1 General Sitework Ireland $217,000.00 $188,790.00 $28,210.00 2 Water Ireland $144.000.00 $142,560.00 $1,440.00 3 Sewer Ireland $156,000.00 $156,000.00 $0.00 4 Storm Ireland $200.000.00 $186,000.00 $14,000.00 5 Roadwork Ireland $410,000,00 $344,400.00 $65,600.00 6 Curb & Sidewalk Ireland $150,000.00 $73,500.00 $76,500.00 7 Asphalt Bikepath Ireland $48,000.00 $9,600.00 $38,400.00 8 Current Additional Work Ireland $44,452.57 $44,452.57 $0.00 9 Off -Site Water McDonald $269,352,00 $259,352.00 $10,000.00 10 Off -Site Force Main McDonald $103,945.20 $88,945.20 $15,000,00 11 Off -Site Forcemain Cleanout McDonald $4,300.00 $4,800.00 $0.00 12 Off -Site AlrNacuum Manhole McDonald $3,365.00 $3,365.00 $0.00 13 Offsite 6' Die Manhole McDonald $9,830.00 $9,830,00 $0.00 14 Pump Station McDonald $156,100.00 $93,660.00 $62,440,00 Balance To Complete $311,590.00 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 19, 1997 Mr. Michael Gingras Vermont National Bank P. O. Box 1308 Burlington, Vermont 05402-1308 Re: Letter of Credit 497-2000 Dear Mr. Gingras: ZONING ADMINISTRATOR 658- 7958 The City of South Burlington hereby released three hundred thirty four thousand one hundred and four dollars ($334,104.00) from the above captioned letter of credit. Please forward to this office a letter of continuation in the amount of three hundred and seven thousand five hundred and nine dollars ($307,509.00) with an expiration date of November 25, 1998. If you have any questions, please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp S. D. Ireland Brothers Corp. M•�n.�t P.O. Box 2286, S. Burlington, VT 05407 100 Grove Street, Burlington, VT 05401 Ph. 802-863-6222, Fax 802-860-1528 Tf EM 1 GENERAL SITEWORK 2 WATER 3 SEWER 4 STORM 5 ROADWORK 6 CURB $ SIDEVJALK 7 ASPHALT BIKEPATH 8 PREVIOUS ADDITIONAL WORK 9 CURRENT ADDITIONAL WORK TOTAL PROJECT: SOUTHEAST SUMMIT PROJECT 11: 270 SCHEDULED PREVIOUS CURRENT TOTAL VALE % LEZE COMPLETE COMPLETE $217,000.00 83% 87% S188,790.00 $144,000 00 98% 99% $142,560.00 $156,000.00 100% 100% 1-156,000.00 3200,000.00 91% 93% S186,000.00 S410,000.00 43% 84% S344,400.00 S150,000 00 20 ro 49% $73,500.00 $48,000.00 16% 20% $9,600.00 $20,228,47 100% 100% $20,228.47 $24.224.10 0% 1OG04 $24,224.10 $1,369,452.57 66% 84% $1,145.302.57 DATE: NOVEMBER 30, 1997 REQUISITION # 4 PREVIOUS CURRENT BALANCE IEG1U151TIONS AMQVNTD-UE M-CQMPLETE 5160,/ 10.00 $8,GBO 00 $28,210.00 $141,120.00 $1,440.00 $1,440.00 $156,000.00 $0.00 $0.00 $182,000.00 $4,000.00 $14,000.00 $176,300.00 $168,100.00 $65,600.00 S3000.00 $43,500.00 $76.500.00 $7,6BO.00 $1.920.00 $38,400.00 $20,228.47 $20,228.47 $0.00 $0.00 $24,224.10 SO.DO $893,438.47 $251,864.10 $224,150.00 03 '7 N 00 0 m e4 0 0 E 0 LL _ A~� Requisition No. 4 MBL ASSOCIATES SOUTHEAST SUMMIT PROJECT ,CONTRACT PAYMENT REQUISITION _ —� Period Covered: 1111197 to 11/30197 i PAY DESCRIPTION UNIT UNIT ORIG LAST PERIOD THIS PERIOD TO DATE ITEM PRICE QTY QTY AMT QTY I AMT QTY AMT s i A 12" Ductile Iron Water Pipe LF 34.40 7830 7830 $269,352.00 0, $ - 7830 $ 269,352.00 B 6" Sewer Force Main ILF 17.86 5820 5610 $100,194.60 210 $ 3,750.60 5820 $ 103,945.20 C Force Main Cleanout EA 1,200.00 4 4 $ 4,800.00 0 $ - 4 $ 4,800.00 D AirNacuum Manhole — EA 3,365.00 1 1 $ 3,365.00 0 $ - 1 $ 3,365.00 E 6' Diameter Manhole EA 7,780.00 1 0 $ - 0 $ - 0 Deleted E1 18' Diameter Manhole EA 9,830.00 1 0 $ - 1 $ 9,830.00 1 $ 9,830.00 F Revised Pump Station EA 156,100.00 1 0 $ - 0.6 $ 93,660.00 1 $ 93,660.00 GRAND TOTAL- — $377.711.60 Y . $ 107,240.60 $ 484,952.20 1 STOCKPILED MATERIALS Used in Oct. 6" PVC CI.200 Water Pipe jLF 2.441 1 5290 $ 12,907.60 0 $ - .0 S - k 12" Class 52 DI Pipe LF '_. 14.43 1 1000 $ 14,430.00 0 $ - 0 $ - SUB -TOTAL STOCKPILED ITEMS (Aug. & Sept.) $ 27,337.60 i — i 12-18-199'' 12:12Pr1 FRUrI MILOT TO le02658474e P-02 m i i i Richard Ward City of So. Burlington Via fax Dear Dick, i I have enclosed a copy of the quantity letter from our engineer. This represents work requisitioned and is probably 15-20 days behind actual work completed. Therefore, the work completed is in excess of this statement. I am willing to post a letter of credit early next week for this amount for the roads, The landscaping bond amount was specified in the permits. I will work out a pro rasa amount with you next week. I am in town next week and would like to pick up building permits. Crampton tells me the legal uvork is complete with the exception of the sewer easement at the golf course. We are doing the engineering and legal and expect to have all easements signed off next week. It seems like we have a ways to go but I am confident that things will come together next week. Call if you have any questions. �Sirel Gerald C, Milot P.O. .Box a 1 <93 IS,arlitigr„n, Vvrmunt 0 5 4 0 6 Tal (802) 658-2000 Fart (802) 8bt.8172 12-18-1997 12:13PM FROM MILOT TO 18026584748 P.03 11113/19S7 13:27 802-878-3135 E"t% 1wKt10n, ventwnt 05452 1.4i�STpNE CLEA LAMOURELAX, STONE & O'LEARY Coosuttims Engineers, Im. November 13, 199-7 Disk ward, Zoning Adcnsais r cay of Burlingwn 575 Docset Strw So. Anrlixgton, vT 05403 Re: Dorset Farms Pay Rccluiaiti,ons Dear Mr. ward, P4W 02 OOZ)Va-4•sv Fox 002) $78•113 S powitna ffom Lamquicux, Stone & 4'Lewy have made regul-r inspections of the work performed to data = clue Doizset Farms (Southeast Summit) prdsw by the J A. McDonald and S_D. Ireland oanspanics. We have aiso nnriewed the rcceat PAY r+®gttiaition►s submitted Pay reWtSitiOar, #3, dated 10/31/97, submitted by Y.A. MeDwald, Inc- is an ==Ate representation of the work , erfotmed to date. The v%lut of the ramsvung work on Mebondd'S oonuta as of November 1, J997 is $167,703.44. pay requisition $3, 4ated 11/03/97, submitted by S.D. Ireland Brothers, Inc. is A1ao an ^ccurate representation of tfic work pe mwd to date. The vahw of the remaining work on Word's contract as of November, 1, 1997 is 451,190.00. The bsluaoe to oompirte the pm)wt as of November 1, 1997 is $614,493.40. I sway, tpao'Lcary Jr., P.B. c� Mt1ot Propastiea. l�• Civil • Envitdna+entmi • TrBn"rMivt► • plann+ng • Latxisca m Amhitectunr 9 Nydro$a kV • LaOd SUmeying I 12-18-199^ 1 1 �Fr� FPON rl I LOT TO 6 i r� m it it o P r It 'r l n S I N C Dick Ward City of So. Burlington Via fax Dear Dick, The following is a breakdol�n of work remaining on Dorset Farms: i OFFSITE ( J.A. Mcdonald Icontractor) 210' force main i$3750 1 manhole 17780 Pumpstation 1156113 I Total 1167703 18026584748 P.04 ONSITE (Ireland contract'ior ) General sitework 36890 Water 12880 Sewer 0 Storm sewer 18000 Roadwork 2�3700 Curb and sidewalk 1!20000 Bikepath 40320 Total 461790 Combined total 19493 Please let me know what I they permit cost will be for a house at this site. Call if you need any additional info. Thanks. j i Sin ely, Gerald . Milot i P.O. Box 4193 jBurlington. Vermonr 0 5 4 o 6 j Tel (802) 658-2000 VA,x (802) 864-8172 TOTAL P.04 i It it It -I- 1 )i S I N C. I Dick Ward City Of So. Burlington Via Fax Dear Dick, Enclosed is the copy of the letter that I sent to Paul O'leary for this months requisition. Note that we are withholding $25,000 from the requisition as a clean up assurance as requested, When you get the ok would you please fax a release of for the letter of credit to Mike Gingras At fax# 863- 8933. Thanks, Gerry P.O. Box 4 t 93 Ilurlingron, Vcrmonr () 5 4 0 6 Tel (802) 658-2000 fax (802) 864-8172 i iW P T!! 1 M d U m 1 N C i Paul O'Leary Lamoureux, Stone & O`Leary via Pax $78-3135 Dear Paul, i Enclosed is this months requisition.The amount we are requesting from the bank is: J.A. McDonald $82,246 S.D. Ireland $251,864 You will notice thatthe amount requisitioned for McDonald is $25,060 less than their requisition. We are holding that amount until spring as a clean-up bond. The City requested that we do so. Please fax your certification to Mike Gingras Vermont National Bank Fax# 863-8933 Dick Ward City of SO -Burlington FaX# 658-4748 Once again I need this done yesterday.1 appreciate your help.Merry Christmas. Sincerely, J,ewT Gerald C. Milot P.O. Box 4193 fiutlinhton. Vvrmnnt () 5 4 o 6 'T ul (802) 658-200o Fox (802) 864-8172 TOTAL P.02 LAMOUREUX, STONE & O'LEARY Consulting Engineers and Land Surveyors 14 Morse Drive Essex function, Vermont 05452 FAX TRANSMITTAL (802) 878-4450 fax (802) 878-3'135 RECIPIENT TO:FAX NO. �� G� " 4 7 - U ..._ FROM:' -I ti, E , LA�Ij- e� �j C 6: DATE: -- PROJECT NO. CQ 0 PROJECT NAME: S Eptz SQw.---- X~ To WE ARE SENDING YOU: REMARKS: t- f., ,a,.y �c a 6 -Z� 6 en, ire CE THERE ARE 14— PAGES, INCLUDING THIS COVER SHEET COPY TO: If you have any problems receiving this transmittal, please contact our office at 802-878-4450. Thank You. L- Civil, EnvironmentzI & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying Z0 39Vd a370 3NOlS xn3anowv-i SELE-8L$-Z23 t7Z:80 L66Z/it/ZT _Y LAMOUREUX & STONE ' CONSULTING ENGINEERS, INC. 14 Morse Drive ESSEX JUNCTION, VERMONT 05452 (802) 078-4450 Joe 7,022 SHEET NO. 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( i..... ,.. „..;..........i............ ... ... ..... . f.............. i ...... ......�rC7a` -i tl ;....T�a.........� at. ....Gv Rik. .... ......:: .. i......:.... ; ., . »,;.... PROOl *IN-f(9,npl.5nau):05-!(hda.,11 MCJfywb:e.,vow, µum0N7f.Tacmemy[ toumil IS*mum 60 397d V310 3NoiS xn38nowdn S6T6-8L8-Z08 VZ:80 L66T/TT/ZT - rt LAMOUREUX, STONE & OLEARY Consulting Engineers, Inc. Sewer Manhole Vac um Test Report Project Name: - Project Locationlof,5r Bu Date of Test: 101 1 -7 Specific Location: Project I ) 011 Contractor:, - JhaQA)1J!='J Town Representative: N 'Urn Md "Tl� 77': Not;! ' A. '1., ag �0 R,33 MY A E n N 3 3Z 45- 133445 Id", 2 h jot Z- Test Procedure: Vacuum shall be at 10" of Hg at the beginning of the two (2) minute test period. The test is considered-Jm if the vacuum stays at 9" of Hg or above for the duration of the test, Inspector A Tester. i"1111 VIA6�. I k V Initial Inspector - original to file and circulate a copy to the following: 1, Project Engineer 2. Project Principal 3, Construction Engineer P; OT 39Vd V370 31`401S xn3anowvi SETE-BLB-Z08 VZ:60 L66T/TT/ZT Con3ulting Engineem, Inc. §g=r Manhole Vacuurrt-T-est Report Project Name:- t- Project -7 0 Project Location..�e-CO.IF &0Ax0veontractor:_1 Date of Test:-J't. 17W I cl 7 Town Representative: I - Specific Location: N-7TT4,- S 4 e=, 1-4, nf.3-6 n M fl TAN� At I kut'-Jji5r 1Z Z7 04) 17,Zf 7- Ni 17-i 41rif CAST-- T4�r-'d� So rK CAsr /34&A/) Test Procedure: Vacuum shall be at 10" of Hg at the beginning of the two (2) minute test period. The test is considered passed'f the vacuum -slays at 9" of Hg or above for the duration of the test. Inspector: Tester - Initial 'Inspector - original to fife and circulate a copy to the following 'I. Project Engineer 2. Project Principal 3. Construction Engineer TT 3c-)Vd V370 3NOIS xn3anowvi SETE-OLB-zoe VZ:80 L66T/TT/ZT No Text LAMOUREUX$ STONE & O#LEAKY, INC. • C - 9��/ ST REPORT Project Name: S' M. --� �'T' Project # : d Project Location: e.-;- Date of Test: Z _ / 31 �1� Contractor. (' '� . ti �.�, Foreman: Town Rept"entative witnessing Testing: (Attach sketch or plan) Pipe Size Ze ._.� Street►° Pipe Type !/G From ;Station?� �r-Xto Station 'f �-- Length #Joints Pressure Test Information a i Time a r �� Pressure do psi /+6 psi Test Results Passed 1-�Failed Tester i G r5� Inspector7;%y'J Note: The pressure shall be 200 psi or 150% of the working pressure, whichever is greater, for a minimum of two hours. Pressure shall be maintained for 2 hours, and shall not be allowed to dro below 195 PSI, t_eakaee'rPct (nfnr,,,e�i..., e e �,..,..., .. hAe Gallons measured as leakage gallonsA:}etrr. Allowable leakage. L = O • allons/i�ea�r`' Where L = SD (Square root of P) / 133,200 D = diameter of pipe in inches L = leakage In gallons/hour P = Average test pressure In psi S = Length 0 hpeline tested Test Results x �- Passed Failed Testwtl ' 1,'r.V14,4U Inspector Disinfection Tes%` - Initial Test Time/Dale Residual'Test Time/Date (minimum of 24 hours after inRjaD Chl. Conc. mg/L Chl. Conc, mg/L Must be > 20 Must be > 10 mg/L to pass Passed !railed inspector Flushing Time/Date Chlorine.Conc. after flushing mg/L Must be >S molL (if >1 M91L check another nearby system location) Bacteriological '�estinp -• �' ' (2) Samples taken: Taken to Time/Date Passed • Failed! Inspec(or (Attach a copy of the I-icalth Dept, LAI) results) , J�iaa I • G IIIsl7ecler original t0 NO WWI cit'culate a copy to the fo(l(lwincg; 1, Project Engineer -- 2. Project Principal •----�-- 3. C:onstrt.iction F_ngln<Yer ru�rhs�Nn�,h,ln�: 6T 30t1d V3-10 3NO1S xn3anowv-i S£T£-8L8-Z08 bZ:80 L66L/TT/ZT LAMOUREUX, STONE & O'LEARY, INC. Project Name:•' �vtM M tT" Project # : ct 'I O et Project Location: �QR[-- Date of Test: 11 Z Contractor: J. A_- . �4 rJ�ao,� Foreman: 1--(l Town Representative Witnessing Testing: /V�a Other Persons Present: Specific Location C'_ Doc-5E -'- P'la << Pine information (Attach sketch or plan) ° �A �� t"" l �o�i{t sr.`� Pi a Size t t p ( A, t<.'fl C�t1l.i: 14LA SC pvM p SrA^Tt Jr/ ,_ — Street Pipe Type PV From Station to Station Length 1 Z t 3 ov *Joints Pres u.re Test Information ,� Fleish Time Il:3o Pressure I18 psi psi Test Results Passed Failed Tester Inspector_ Note: The pressure shall be 200 psi or 150% of the working pressure, whichever is greater, for a minimum of two hours. Pressure shall be maintained for 2 hours, and shall not be allowed to drop below 195 PSI Leakage Test information r 2 your test I z, 3t.) tts / Gallons measured as leakage 0 gallons/hour ' Allowable leakage, L_gallons/hour. Where L = SD (Square root of P) / 133,200 b = diameter of pipe In Inches �•' L = leakage in gallons/hour P = Average test pressure In psi S = Length 6f'pipeline tested Test Results Passed Failed Tester inspector Initial Test Tim Chi. Conc. Must be - 2Q mig/L Passed I tailed '-1 Flushing Time/Date Chi Bacteriological Testing Residual Test Time/Date' rnirGmum c (24 hours after initial) g/L Chi. Cgr�� mg/L Must be > 10 mg/L to pass Inspector _ w- Conc. after (2) Samples taken: Taken t Passed F ' , Inspector {fi,ttrtetl q copy of the. a ftt Dept. Lab results) iitiai' is sing mg/L be > 1 mg/L (if > 1 mg/L check another nearby system location) Inspeclor - original to No and circulate a copy to tlt(; following; 'I. Project Ltlgirteer 2. Project Principal 3. construc:tioi) Engineer Time/Date . ' ftr(ro�b.`tillW �In.1tt bt 39Vd h3-10 3HOlS xn3anowt-1 S6T6-8L8-Z08 bZ:80 L66T/tiL/ZL LAMOUREUX, STONE & O'LEARY, INC, WATER MAIN TEST REPORT Project Name: Project # : —alC99 Project Location: pate of Test: t �� Contractor: L--�> Foreman: Town Representative Witnessing Testing: �A-�1 C W L�tS'T r- i- v >� Other Persons Present: Soeciffc_Location — pi formation (Attach sketch or plan) Pipe Size Z Zz? Street Leo Pipe Type 2-- - From Station to Station Length ram,+-�'�) - -1 _1-} � C�) = r -a� ter✓ 1 z_ '7 �-C� c� i +�`� 11,,`� #'Joints Pressure Test Information SLarj [Wish Time ,s :?J�2 4 ag' Pressure "z oc-� psi ! � psi 6K' Test Res.uits , P Q � a Passed ✓ Failed __-.- _ Tester- _1NJl k Inspector, P P:, {Z..._ Note: The pressure shall be 200 psi or 150% of the working pressure, whichever is greater, for a minimum of two hours. Pressure snail be maintained for 2 hours and shall not be allowed to drop below 195 PSI. Leakage Test Information " 2 hour test ' Gallons measured as leakage -f)ti 7 n A6LEgallons/hour , -� / Allowable leakage, L, = 3 �gailons/hour (�/�L H� Where L = SID (square root of P) / 133,200 D = diameter of pipe in Inches L = leakage in gallons/hour P = Average test pressure in psi S = Length 6f 'pipeiine tested Test Results z Passed ✓ Fatted Tester Inspector - Disinfection Test Initial Test Tirr7e/Date ! Chl. Conc. Lrj1C-4— Residual Test Time/Date (minimum of 24 hours atte r initial) mg/L Ohl. Conc. mg/L Must be > 20 mg/L Must be > 10 mgfL to pass Passed Failed Inspector Flushing Time/Date Chlorine Conti. after flushing mg/L Must be >1 mg/L (i( >1 tng/L check another ticarby system location) Bacteriolo [cal Testj,Dg (2) Samples taken: Taken to 4 f f \- v Passed ' ✓ Failed Qnspector (Attach a copy of the Health rlep(- Lab resutis} Time/Date �, 7 '. JJOL(Lffa ' �+rG'lnspector - original to file and circulate a copy to the following; 1. Pr'aject Engineer 2 Project Principal 3, C,,onstrucliofl Engineer L0 H "d H3370 310iS Xn36-)0HV, l 68 Z8-8L8-Z08 bZ:80 466L/TZ/ZT 00 zz-, VERMONT DEPARTMENT OF HEALTH LABORATORY 195 Colchester Ave., Burlington, VT 05402.1125 802-863-7335 800.660-9997Nr TEST RESULTS / LAMOUEUX. STONE a O'LEARY 14 MORSE DRIVE ESSEX JCT., VT OS4S* WATER BACTERIOLOGY -- TOTAL COLIFORM tJ U 19 1997 Lab Number : 98OS379 Reported : 11/1e/07 Kit Type .: AA Collcoted: 11/17/97 13:30 Received ... 11/17/07 14:58 Town Of .: S BURLINGTON Semplor ,.: DON E. LAWRENCE Location Lab Comment: Sub. Remark: SAMPLE TAKEN @ HUDRANT AT 65+•75+-/- SOUTH EAST SUMMIT t97099 Labor,tort' RCSUlt: This --ample was analyzed by the MMO -MUG method. P,czults indicate that coliform bacteriz were: NOT prec.cnt in the ;,cmple. Water from the ystcm represented by the sample tested IS CONDITIONALLY SUITABLE FOR DRINKING. provided that the syetem meets sanitary stand,rdS in regard to location, construction and maintenance. N-301 - 04/92 80 39dd d370 3Nois xn3dnowd-1 SETS-BLB-Z08 VZ:80 Z66TITT/ZT LAMOUREUX$ STONE & O'LEARY, INC. WATER MAIN TEST REPORT Project Name: T Project # : `l70 7 Project Location: Date of 'test. --- [j._- — 3-7 Contractor• 1 cz60 PrL,-D Foreman: Town Representative Witnessing Testing: _ . tJ P\ Other Persons Present: Specific Location Pie Information (Attach sketch or plan) Street r7 S ST From Station,g7`!f_3Qto station -(ap E ►_ Pipe Size I `C Pipe Type 'D 1 Length 1 i� (�P *Joints F_197SV1C ICbt 11Iformil;IQ, n Ct+� Start Time Pressure ZQ&° psi ZoE' psi r r'4-D� kL lOe) Test Results . Passed �_ Failed Tester Inspector Note: The pressure shall be 200 psi or 150% of the working pressure, whichever Is greater, fo a minimum of two hours. Pressure shall be maintained for 2 hours and shall not be allowed to drop below 195 PS! Leakage Test Information ' 2 hour test Gallons measured as leakage _ pt Tot our Allowable leakage, L, = aifon5/hour Where L = SO (Square root of P) / 133,200 D = diameter of pipe in inches L T leakage in gallons/hour P = Average test pressure in psi s = Length dt'pipeline tested Test Results - Passed ✓ Failed Tester Inspector..da " Ulslntection Test Initial Test Time/Date _ ��'�� Y YLS v IOU Chl. Conc.4 Must be'- 20 mg/L Fussed Failed Flushing Time/Date Bacteriological Testinq If1Sp ZC6 Residual Test Time/pate' ' (minlmum or24 hours after initial) Chi. Conc. mg/L Must be > 10 mgrL to pass Chlorine Vonc, after flushing mg/L Must be >1 mg/L (if >1 mglL check another nearby system location) (2) Samples taken: Taken to Passed Failed (Alt,ich T copy of (he Health Dept. Lab results) Inspector, Time/Date Initial: Inspector - original to file and circulate a ropy to the following; w._ 1. Project Engineer 2, Project Principal 3. Constructiot*l Engineer 9A 3r�rid W370 310iS xn3rJnowty7 S5L5-8L8-Z98 lotMI%.! mtin.lst t1Z:80 L66Z/LL/Zi VERMONT DEPARTMENT OF HEALTH LABORATORY 195 Colchester Ave., Burlington, VT 05402-1125 802-863-7335 800-660.9997 TEST RESULTS N 0 i1 19 1997 LAMOUEUX, STONE & O'LEARY 1!1 MORSE DRIVE ESSEX JCT., VT OS452 WATER BACTERIOLOGY • TOTAL. COLIFOnM L'b Number 9805379 Reported : 11/18/97 KI t Type •: AA Collected: 11/17/97 13:�:5 Received ..: 11/;y/g7 14:58 Town Of .: S BURLINQTON Sampler ...: CON E. LAWRENCE Location ... Lab Comment: 11 ub, Remark: SAMPLE TAKEN AT HYDRANT @ 25+-1S-f-/- DORSET STREET S.E. SUMMIT #97099 Laboratory Result: Thic e.mplc was analyzed by the MMO-MUG method. Rcoultc indicate that coliform bacteria, were NOT present in the sample. Water from the c,ctem represented by the ;ample tested IS CONDITIONALLY SUITADLE FOR DRINKING, provided that the cy,stem mecto--anitara tandardc in regard to location, conwtruction nd maintenance. W-301 - 04/92 90 39Vd V3-10 3HIDIS xm;3 nowt/-i SETS-8tB-Z08 VZ:80 L66T/TT/ZT LAMOUREUX, STONE & O'LEARY, INC. WATER MAIN TEST REPORT Project Name: �-S4.12,t EAsz' JL lnN' iT Project # : 970,72 Project Location: % ,aRE 7- si R T _ Date of Test: %/ -/ 3 9 7 Contractor: 1,1A 46Z�'^,R uo -- .__._ Foreman: /r7 Sm i 1 Town Representative Witnessing Testing: I�lfat T . Other Persons Present: Specific Loc tion Pioe Information (Attach sketch or plan) Pipe Size �G Street Pipe Type %7 From Station zG w to Station Length G� *Joints a,Q A Pressure Test Information startFinish Time 8--:30 le,- 6 Pressure zd5 psi w'Z psi Test Results Passed /� Failed Tester I''/ko 5 M t-T Inspector, kp r Note: The pressure shall be 200 psi or 150% of the working pressure, whichever Is greater, for a minimum of two hours. Pressure shall be maintained for 2 h ll not be allowed to drop below 195 PSI, Leakage Test Inf rmation * 2 hour test J.� �R(, ,ro-,AL- Z'/g0 Gallons measured as leakage 7 fi our 7- - Z Allowable leakage, L, = /. ?5 - gallons/hour Where L = SD (Square root of P)1 133,200 D = diameter of pipe in inches L = leakage In gallons/hour P Average test pressure in psi S = Length 6f$ipeline tested Test esults Passed i✓ - - Failed Tester Inspector R..==e Disjnfctio Test 1 :cam? Initial Test Time/Date FA7 Residual Test TimelDate SF : oe, Fri (minl um of 24 hours aPer fniJaD Chi. Conc_ _mg/L Chi. Conc. .> ! J mg/L Must be > 20 mg/L Must b-e > 10 m91L to pass Passed ✓ Failed Inspector /rF' Flushing Time/Date Chlorine Conc. after flushing mg/L Must be >1 mg/L (if >1 mg/L check anot; er nearby system location) 13actieriological Testing (2) Samples taken. Taken to Passed Failed Inspector (Attach a Copy of the Nealth Dept- Lab resutts) { i ial' inspector - original to file and circulate a copy to the following, 1. Project Engineer 2. Project Principal _ 3, Construction Engineer Tirne!aate,�,t30�._ 57 (d<MStw*lfMpin.l6t tr0 3 )Vd y3-10 3N01S xn3dnowt�-1 SIZE-8L8-N8 bZ :80 4661;/IL/ZZ OC VERMONT DEPARTMENT OF HEALTH LABORATORY 195 Colchester Ave., Burlington, Vi 05402-1125 802-863.7335 800-660-9997 TEST RESULTS - - - t! U "� 19 i937 LAMOUEUx, STONE 5 O'LEARY 14 MORSE DRIVE ESSEX JCT., VT 05452 WATER BACTERIOLOGY TOTAL COLIFORM Lab Number 0?05377 Reported : 11/18/97 Kit Type ..: AA Collected: 11./17/97 1$:55 Received ..: 11/17/97 14:55 Town Of .: 5 SUnLINOTON �amplcr OCN E. LAWRENCE Locution ... Lab Comment: ^ub. Remark: SAMPLE TAKE @ HYDPANT 0 6-1 00 1 /•- DOR5ET STREET S.E. r!JMMIT Laboratory ,Result: This sample w.s analy:cd by the MMO-MUG method. Rcsults indicate that coliform b:c>ucrf were NOT present in the sample. Water from the system represented by the c mple tested IS CONDITIONALLY SUITABLE FOR DRINKING, provided that the cyctem meeto sanitary standards in rcgzrd to locrztion, ;-onctruction and maintenance. ]M-301 • 04/92 60 39Vd d370 3NOiS xm,,nowy-1 SE ZE-8L8-Z08 bZ :80 L66 T / L Z /Z L LAMOUREUX, STONE & O'LEARY, INC. WATER MAIN TEST REPORT Project Name: .5,M14r Project ft : 270ZZ_, Project Location:Date of Test: Contractor. .J A Foreman: Town Representative Witnessing Testing: Other Persons present: Specific Location -0 /97 it7I! /7 Pipe Information Attach sketch or Ian �41e- '" �� lye " i plan) � Pipe Size �� Street ]�)R a_s From Station 0+00 to Station b -t l Start Eillh Time 1 s Pipe Type�_� Length # Joints yt, /" "KL:7 Pressured psi 7c'7- psi 'Z. C> Z',�c - r-o ZO8 �'1' '� /= 30 -7 Z'0 3 : 3 0 Test Results !� Passed Failed Tester Inspector Note: The pressure shall be 200 psi or 150% of the working pressure, whichever is Srea er, for a minimum of two hours. Pressure shall be maintained for 2 hours, and shall not be allowed to drop below 195 PSI Leakage 'test Information ' 2 hour test j bTIR �- Gallons measured as leakage _ -7, %i r Ri tC Qns/hour Allowable leakage, L, _ S_ gallons/hour Where L = SD (Square root of P) / 133,200 D = diameter of pipe in inches L = leakage In gallons/hour P = Average test pressure in psi S = Length bf'Pipeline tested Test Results Passed _ Failed Tester I n sp e ct o r,464— pisinfection_est Initial Test Time/Date::`'; t'74awe� (minimum of 24 hours after initial) Chi. Conc. Mg/ L / Chi. Conc. mg/L Must be > 20 mgJL. /nV/ Must be > 10 mg/L to pass Passed Failed Inspector Flushing Time/Date _,_ Chlorine Conc. after flushing mg/L Must be > 1 mgJL (if > 1 mgfL check another nearby system location) Bacteriological Testino (2) Samples taken: Taken to Residual Test Time/Date Passed i Failed 1`'mt pector 2:: jM -- (AU,irh a ropy of the HeAlth t)ept. Lab result;) Initial r d 1nSpectoi - origlnal to file and circulate a copy to the following-, 1. Pi,oject E-ngineer 2 Project Principal 3. ConStruclion Engineer Time,/Date ItI II I (I-7 fo,mak4;I mAm A6L ( EO 39kt d 17,3-10 3HOiS xn3JnOW"n Scl6-aze-Zoe b7,:60 L66L/TT/Zi City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 65T7955 January 5, 1996 Mr. Gerry Milot Milot Properties, Inc. P.O. Box 4193 Burlington, Vermont 05402-4193 Dear Gerry: ZONING ADMINISTRATOR 658-7958 Confirming our discussion of a few days ago regarding your request to release twenty thousand ($20,000) dollars for completed landscaping on Pinnacle Drive. Be advised that the City's sub- division regulations require that performance bonds for land- scaping must be posted for a three (3) year period. In the summer after completion of a growing season I will review your request and consider a reduction in the amount of the bond. Regarding your proposal to open trust accounts in favor of the City by lot owners (reference lot trees), I suggest that you have Steve Crampton draft a proposal and forward it to the City Attorney. Both Joe and I support your proposal. However, the legal aspect of it must be resolved. If you have any questions, comments etc., please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp NMI Pm 0 MUM P R O P B R T 1 e S t N ,C We now have completed planting on approx. 60% of the street trees at Pinnacle. 1 am requesting a release of $20,000 so that I can pay our landscaper. This will leave you adequate funds to cover the balance of the landscaping and warranty. Please let me know if this is a problem. Thanks Gerry P-0. Box 4193 Burlington. Vermont 0 5 4 o 6 Tel (802) 658-2Uob Fax (802) 864-Rt72 TOTAL P.O1 City of South P-.•rli rigton 575 CORSET S T r,L-�-- (- SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 8, 1995 Mr. Gerald Milot Milot Real Estate P.O. Box 4193 Burlington, Vermont 05402 Re: Letter of Credit, Pinnacle at Spear Dear Jerry: ZONING ADMINISTRATOR 658-7958 Enclosed please find copies of letters of credit for site improvements at Pinnacle at Spear. Please forward a copy to the Vermont Federal Bank, the other copy is for your records. Letter of Credits #95-05 and 96-06 expire as of July 1, 1996. Since these bonds cover the landscaping within the development, the City requires that any developer provide bonding for a three (3) year term upon installation of all plantings. As your are aware, the City agrees to phase this project, therefore, upon completion of the final phases the bonds in place at the time will be for a minimum of three (3) years. If you have any questions, please don't hesitate to call me. Sincerely, Richard Ward, Zoning Administrative Officer RW/mcp City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 October 16, 1998 Mr. John Rosenberg Rags & Riches 1717 Williston Road South Burlington, Vermont 05403 Re: Escrow Account 000390350031 Dear Mr. Rosenberg: ZONING (802)658-7958 Be advised that the City of South Burlington hereby authorizes release of the above captioned escrow account. Please submit a copy of this letter to Ms. Candy DePaul at the Merchants Bank. If you have any questions, please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer RW1mcp ESCROW ACCOUNT/LETTER OF CREDIT AGREEMENT - THIS AGREEMENT, in triplicate, by and between hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON/ hereinafter referred to as "Municipality", and �1'!�'���hereinafter referred to as "Bank". W I T N E S S E T H: WHEREAS, Developer has received Site Plan approval from the Municipality's Planning development of the construction and as depicted on a Site plan entitled 7l�/C'`a�'y` dated ' 7 and prepared by Commission for 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/letter of credit agreement to secure the obligations of the Developer as set forth in the Site Plan approval; and WHEREAS, the Bank executes this agreement solely in the capacity of escrow/letter of credit agent. NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. Developer will at its own expense complete the following improvements in connection with its development: 1 2. The Developer shall complete the improvements set forth in paragraph one no later than 3. The Developer shall repair or replace any faulty or defective work or improper material which may appear within three (3) years from zoning permit issuance. 4. For the guaranty of Developer's performance of all requirements hereinabove set forth, Developer and Bank agree that the sum of $ shall r by the Bank I and shall be available ipality, in accordance with the tern 5. If the Municipality shalt ii-LG W1.-.. -• LEA..,. a z)L-atement that Developer is in the judgement of the Municipality in sixty ( 60 ) day default under the terms of this agreement, the Bank shall from time to time pay monies from said escrow/letter of credit fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete the improvements and requirements set forth in this agreement. 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. 2 7. The Municipality shall not file with the Bank a statement of default until sixty (60) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph 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 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 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 7 of this agreement. 3 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 3. 12. Upon request of Developer, but only at the sole discretion of the Municipality, the Municipality may release a portion of said escrow/letter of credit funds if the Municipality believes that the retention of said funds is not necessary to protect its interest after a portion of said work has been completed. Bank may release such funds only upon written consent of the Municipality. 13. Notwithstanding the provisions of paragraph 12 the sum of $ ,-�'0U �; — shall be in any event maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph 3. 14. This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executors, administrators, successors and assigns. Dated this I +I'% day of IN THE PRESENCE OF: 199 (DEVELOPER) B _ Y� Its "ly Authorized Agent CITY OF SOUTH BURLINGTON By:i Its Duly Authorized Agent 4 M (BANK) Its Duly Authorized Agent 03-21-93 02:45PM Frcn-aRAVEL AND SHEA 302a53145a T-122 a 02/03 F-354 ME-M-0 To: Richard Ward, South Burhagioa Zoning Administrative Officer From: Sonny Audette, Highway Superintendent /,/ f� Subject: Dorset Farms Phase 11 - Infrastructure Swus Date: May 21, 1999 I have reviewed the cost estimates to complete the rntire infrastructure improvements and general site work for Phase II prepared by Robert Willis of Willis Constraction. I also have reviewed his estimate of the cost of the work that has been completed to date. Tate estimates are acceptable for purposes of establishing that a letter of credit in the uxrlount of $373,459.25 should be issued in favor of the Cit),of South Burlington to ensure completion of the remainder of the infrasTxucTare improvements to serve Phase iI of the Dorset farms project, 05-21-99 02:45pm Prom-uRVEL AND SHEA 3026531456 T-122 P.03103 =-354 Nfay 21, 1999 Stephen R. Cramptcn, Esq. Gravel and Shca P, 0. Box 369 Burlington, V1 05402-0369 .Dear Mr. CrarnpTon: In reply to your request, be advised that the City of South Burlington presenTly holds two letters of credit with respect to the completion of work in Phase 11 of the Dorset Farms Planned Residential Development, One letter of credit is for $373,458.25 to erisare completion of the streets, utilities and stormwater infrastruenue for Catkin Drive and Floral Drive within Phase 11. A 5 cond letter of credit in the amount of $12,750 ensures the completion of all landscaping associated with Phase 11 and the replacement of all landscaping that may die daring a tbzee year period after initial planting_ l am also able to cerdit , based on inspections, that the street, utilities and stormwater drainage irnprovemem!s that have been completed ro date meet City specifications subject to the testing required for the sewage and water lines when they are fully constructed. The City cxpccts and will require that the work covered by the bonds be completedl dt4i.ng this construction season. Very truly yours, Richard R. Ward. Zoning Administrator :ncm MBL Associates Mr. Alan Bartlett 25 Pinecrest Drive Essex Junction, VT 05452 February 28, 1999 Re: Dorset Farms, South Burlington Dear Al, Enclosed is a cost estimate for the remainder of Catkin Drive from station 30+00 to 33+68 (being the intersection of Midland Avenue). This 370 feet of roadway will provide ser- vices for 8 single family lots. Respectfully submitted, Robert Willis Catkin Drive 30+00 - 33+68 (Intersection Midland) ITEM UNIT COST TOTAL Clearing & Grubbing L.S. $1,200.00 $1,200.00 Erosion Control L.S. $450.00 $450.00 Strip & Stockpile Topsoil L.S. $1,350.00 $1,350.00 Rough Grading L.S. $3,700.00 $3,700.00 8" Sanitary Sewer 270 L.F. $18.75 $5,062.50 " Sewer Services 8 EA. $480.00 $3,840.00 Sanitary Manholes 1 EA. $1,850.00 $1,850.00 " Underdrain 750 L.F. $8.50 $6,375.00 "Underdrain Services 8 EA. $490.00 $3,920.00 " Underdrain Cleanouts 2 EA. $135.00 $270.00 8" D.I. Water Main 360 L.F. $19.20 $6,912.00 8" Gate Valves 1 $555.00 $555.00 Hydrant w/ Valve 1 $1,930.00 $1,930.00 3/4 " Water Service 8 $490.00 $3,920.00 Stabilization Fabric 1440 S.Y. $0.55 $792.00 27" Plant Mix Gravel 1050 C.Y. $7.75 $8,137.50 2" Type II Asphalt 1240 S.Y. $4.40 $5,456.00 1"Type III Asphalt 1240 S.Y. $2.40 $2,976.00 5' Concrete Sidewalk 360 L.F. $13.10 $4,716.00 Concrete Curbs 750 L.F. $8.50 $6,375.00 Topsoil, Seed Within R.O.W. 360 L.F. $2.75 $990.00 $70,777.00 ROBERT AND COMPANY Mr. Alan Bartlett MBL Associates P. O. Box 4193 Burlington, VT 05406 July 24, 1998 Re: Dorset Farms, South Burlington Dear Al, The following is a cost estimate for approximately 2200 feet of roadway and related items at Dorset Farms in South Burlington. The roadway is Catkin Drive from station 10+25 to 30+00 and Floral Drive from station 0+00 to 2+80. This 2200 feet of roadway will pro- vide services for 44 duplex units and 4 single family lots. I have not included any contingency for ledge which we know is present but the extent is undetermined. Respectfully submitted, Robert Willis 135 SHUNPIKE RD. 9 WILLISTON, VT 05495 • 862-9167 IWA V Y J ROBERT fTmq7m- AND COMPANY Item unit Cost Total Clearing & Grubbing L.S. $500.00 $500.00 Erosion Control L.S. $1,250.00 $1,250.00 Strip To soil & Rough Grade L.S. $33,000.00 $33,000.00 8" Sanitary Sewer 2444 L.F. $19.50 $47,658.00 4" Sewer Services 4 EA. $495.00 $1,980.00 6" Sewer Services 22 EA. $560.00 $12,320.00 Sanitary Sewer Manholes 12 EA. $1,850.00 $22,200.00 24" P.E. Storm 1240 L.F. $28.00 $34,720.00 18" SDA Storm 360 L.F. $21.00 $7,560.00 15" SDR Storm 960 L.F. $18.50 $17,760.00 36" Dia. Catch Basins 11 EA. $1,380.00 $15,180.00 48" Dia. Catch Basins 7 EA. $1,510.00 $10,570.00 48" Dia. Storm Manholes 4 EA. $1,750.00 $7,000.00 4" Underdrain 4400 L.F. $7.15 $31,460.00 4" Underdrain Services 26 EA. $495.00 $12,870.00 4" Underdrain Cleanouts 4 EA. $135.00 $540.00 8" Water Main 2270 L.F. $18.80 $42,676.00 8" Gate Valves 4 EA. $545.00 $2,180.00 Hydrants w/ Valves 4 EA. $1,900.00 $7,600.00 3/4" Water Services 48 EA. $480.00 $23,040.00 Stabilization Fabric 9000 S.Y. $0.55 $4,950.00 24" Plant Mix Gravel 6260 C.Y. $7.75 $48,515.00 2" Type II Asphalt 7400 S.Y. $4.45 $32,930.00 1" Type III Asphalt 7400 S.Y. $2.45 $18,130.00 5' Concrete Sidewalk 2180 L.F. $13.00 $28,340.00 Concrete Curbs 4500 L.F. $8.50 $38,250.00 Topsoil, Seed Within R.O.W. 2200 L.F. $2.75 $6,050.00 $509,229.00 135 SHUNPIKE RD. • WILLISTON, VT 05495 • 862-9167 MBL Associates Mr. Alan Bartlett 25 Pinecrest Drive Essex Junction, VT 05452 March 15, 1999 Re: Dorset Farms, South Burlington Dear Al, Per your request, I have made a list of Catkin Drive roadway items and related costs that have been completed by this company as of this date. Respectfully submitted, Robert Willis Catkin Drive Roadway Items ITEM UNIT UNIT PRICE TOTAL Clearing & Grubbing L.S. $1,100.00 $1,100.00 Erosion Control L.S. $550.00 $1,050.00 Strip & Stockpile Topsoil L.S. $5,200.00 $5,200.00 Rough Grading L.S. $13,500.00 $13,500.00 8" Sanitary Sewer 1793 L.F. $19.50 $34,963.50 6" Sewer Services 15 EA. $560.00 $8,400.00 Sanitary Sewer ManholeE 8 EA. $1,850.00 $14,800.00 24" P.E. Storm Drain 1090 L.F. $28.00 $30,520.00 15" SDR Storm Drain 610 L.F. $18.50 $11,285.00 36" Dia. Catch Basins 7 EA. $1,380.00 $9,660.00 48" Dia. Catch Basins 1 EA. $1,510.00 $1,510.00 48" Dia. Storm Manholes 4 EA. $1,750.00 $7,000.00 4" Underdrain 1870 L.F. $7.15 $13,370.50 4" Footing Drain Services 14 EA. $495.00 $6,930.00 8" D.I. Water Main 980 L.F. $18.80 $18,424.00 8" Gate Valves 1 EA. $545.00 $545.00 Hydrants w/ Valves 2 EA. $1,900.00 $3,800.00 3/4 " Water Services 24 EA. $480.00 $11,520.00 Stabilization Fabric 3550 S.Y. $0.55 $1,952.50 27" Plant Mix Gravel 1315 C.Y. $7.75 $10,191.25 mount Complete To Date $205,721.75 MBL Associates Mr. Alan Bartlett 25 Pinecrest Drive Essex Junction, VT 05452 March 15, 1999 Re: Dorset Farms, South Burlington Dear Al, Enclosed is a cost estimate for Catkin Drive from station 10+25 (the end of S. D. Ireland's work) to 33+68 (the intersection of Midland Avenue). Also included in this estimate is Floral Drive from station 0+00 to 2+80. This 2623 feet of roadway will provide services for 44 duplex units and 12 single family lots. Respectfully submitted, Robert Willis Dorset Farms, South Burlington ITEM UNIT UNIT PRICE TOTAL Clearing & Grubbing L.S. $1,700.00 $1,700.00 Erosion Control L.S. $1,600.00 $1,600.00 Strip & Stockpile Topsoil L.S. $101360.00 $10,360.00 Rough Grading L.S. $27,790.00 $27,790.00 8" Sanitary Sewer 2714 L.F. $19.50 $52,923.00 6" Sewer Services 22 EA. $560.00 $12,320.00 " Sewer Services 12 EA. $495.00 $5,940.00 Sanitary Sewer Manholes 13 EA. $1,850.00 $24,050.00 24" P. E. Storm Drain 1240 L.F. $28.00 $34,720.00 18" SDR Storm Drain 360 L.F. $21.00 $7,560.00 15" SDR Storm Drain 960 L.F. $18.50 $17,760.00 36" Dia. Catch Basins 11 EA. $1,380.00 $15,180.00 48" Dia. Catch Basins 7 EA. $1,510.00 $10,570.00 8" Dia. Storm Manholes 4 EA. $1,750.00 $7,000.00 " Underdrain 5150 L.F. $7.15 $36,822.50 " Footing Drain Services 34 EA. $495.00 $16,830.00 " Underdrain Cleanouts 6 EA. $135.00 $810.00 8" D. I. Water Main 2630 L.F. $18.80 $49,444.00 8" Gate Valves 5 EA. $545.00 $2,725.00 Hydrants wNalves 5 EA. $1,900.00 $9,500.00 3/4" Water Services 56 EA. $480.00 $26,880.00 Stabilization Fabric 10440 S.Y. $0.55 $5,742.00 27" Plant Mix Gravel 7310 C.Y. $7.75 $56,652.50 2" Type II Asphalt 8640 S.Y. $4.45 $38,448.00 1 " Type III Asphalt 8640 S.Y. $2.45 $21,168.00 5' Concrete Sidewalk 2540 L.F. $13.00 $33,020.00 Concrete Curbs 5250 L.F. $8.50 $44,625.00 Topsoil, Seed within R.O.W. 2560 L.F. $2.75 $7,040.00 Total Estimated Cost $579,180.00