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HomeMy WebLinkAboutSandra Drive Site Plan of Dev TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM w 9dk Application No: 0-37p - ' Official Receipt Date: r7 023 09" RECEIVED " Receipt No: � ' 0 ic() � JUL :� 8 2002 APPLICANT: Andre L. & Andre K. Charbonneau $O[ITH WINDSOR PLANNING DEPT. ADDRESS: 125 Edwin Road South Windsor, Ct. 06074 OWNER OF RECORD ON LAND RECORDS: Same As Above ADDRESS: COMPLETE LOCATION OF PROPERTY: Sandra Drive ASSESSOR'S MAP# 96 PARCEL# 60 & 61 ZONE I NAME, ADDRESS, TEL& FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: J.R. Russo & Associates 1 Shoham Road East Windoor, Ct. 06088 Phone 623-0569 Fax 623-2485 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval ❑ Open Space Subdivision (Public Hearing Required) ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) ® Site Plan of Development ❑ General Plan of Development ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment) ❑ Amendment to Town Plan of Development ❑ Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Signature of Applicant Signature of Property Owner (See reverse side for additional information) o i `- _ - s-z. OW M 8t•, III D 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 4��osoR co�� AREA CODE 203/644-2511 November 18, 1987 Atty. William E. Grace 479 Buckland Road South Windsor , CT 06074 re: #1255 - Charbonneau Resubdivision Propertyat Route 5 John F '( itch Boulevard) Dear Atty. Grace : Please be advised that the Planning and 'Zoning Commission voted at its November 17 , 1987 meeting to approve the above-referenced application fora resubdivision of land , based on plans prepared by Palmberg & Russo dated April 13, 1987 , Drawings #1 through 11 of 11 , Project No. 86138, subject to the following conditions and modifications: 1 . All Deeds for open space and roadways; and Easements for conservation purposes , drainage or utilities , that may be required in connection with the approval of this subdivision , must be submitted to this Commission prior to filing the mylars and issuance of building permits . All deeds must be in accordance with the policy for accepting deeds and easements and must be approved by the Engineering Department and Town Attorney. The deeds for the roadways and open space will be held in escrow until completion of the subdivision and then referred to the Town Council for acceptance . 2.. Concrete sidewalks, built to Town specifications , shall be installed on one side of interior streets (the north or east side as applicable) . 3. Drainage for this subdivision is subject to the approval of the Town Engineer. 4. If , for any reason , finished grading and other site work is not completed, the Town Engineering Department shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 5. All lots must be connected to the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. ♦. 1 Atty . William E . Grace - 2 - November 18 , 1987 6 . Water shall be supplied to this subdivision by Connecticut Water Co. 7 . Street lighting shall be installed at intersections and on cul-de-sacs in accordance with the policy established by the Town Manager . 8. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor . Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor , at no expense to the Town. 9. Quantity estimates must be submitted to the Town Engineer for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans . In the event the Commission votes to accept a Letter of Credit for a one year term, in lieu of a surety bond , said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date , the Commission may, at its option , call the Letter of Credit it is holding . 10. A drainage assessment fee in the amount of $600 shall be submitted to this Commission. 11 . A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1 , 000, 000. 12 . No building permits will be issued until all conditions of approval have been complied with, and the final plans have been filed in the Town Clerk' s Office . 13 . This approval is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 14. Prior to commencement of any site work, a meeting must be held with Town Staff . Revised plans are required one week prior to scheduling the pre-construction meeting with Town Staff . 15 . Building lines must be coincident with easements and out of the flood plain . 16. All easements must be shown on plot plan . 17 . Traffic signs must be located by Town Traffic Authority and shown on plan . 18 . A deceleration lane and an acceleration lane are required on Route 5, subject to ConnDOT approval . s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 SOR•Co December 8 , 1987 Atty . William E. Grace 479 Buckland Road South Windsor , CT 06074 re : Application #1255 , Charbonneau Resubdivision Industrial Park Zone ,---J"ohn Fitch Boulevard Dear Atty. Grace : arifThe purpose of this letter is to cdatedyNo�embero18, 1g87n #19 of regarding the lth ng and e Zoning Commission approval letter above referenced subdivision . The condition is as follows : 19. A snow fence must be established one hundred feet from snow the westThe 100 property boundary, with no disturbance beyond 1Th the feet was derived from the current 50-foot buffer requirement p 25-feet of current 25-foot rear yard setba heaad licantthe dto additional the Commission. Snow non-disturbance volunteered by PP - fencing should also be erected alongthetoofothehbanknk on the south property boundary to ensure no disturbance The 100 foot snow fence setback is n�e ulationsmdotallow driveways area for land and other structures . Current zoning g parking within the rear yard setback area. Very truly yours , PLANNING AND ZONING COMMISSION /4R mond F. Hallowell , Jr . Chairman 1 :rt cc• v#"'M. Banach , Director of Planning 1 Andre Charbonneau DRAINAGE REPORT Lots 6 & 7 ' Sandra Drive South Windsor, CT ' June 24, 2002 ' Prepared for: Andre L. & Andre K. Charbonneau ' 125 Edwin Road South Windsor, CT DECEIVED ' JUL 182002 ' Project No. 2002-024 SOUTH WINDSOR PLANNING DEPT. ' Prepared by: J.R. Russo &Associates Land Surveyors & Professional Engineers 1 Shoham Road East Windsor, CT 06088 ' (860) 623-0569 I. INTRODUCTION A. Project Description ' The applicant is proposing to develop approximately 3.57 acres of land (lots 6 & 7) located at the southern end of Sandra Drive in South Windsor, Connecticut. Sandra drive ' is part of an industrial subdivision that was constructed in the late 1980's. It should be noted that the Sandra Drive subdivision was approved with no requirement for storm water detention due its location in the overall watershed and proximity to the ' Connectictut River. Thus, despite an anticipated increase in runoff resulting from the development of the site, there are no existing or proposed detention facilities so that the peak flow moves through prior to the peak discharge from the overall watershed. ' The project proposes the construction of a 20,400 square foot building, paved parking, drainage and utilities. Runoff from the paved parking area will be collected and routed through a sedimentation structure equipped with a trap hood, prior to discharge to the existing storm drainage system in the Sandra Drive. The existing storm drainage system b g Y g g Y ' in Sandra Drive ultimately discharges through a 30" culvert at the southern end of the subject parcel. As part of the proposed project, the applicant will address degrading conditions at this outlet by installing a pre-formed scour hole and providing stream bank ' stabilization downstream. B. Existing Conditions The site is currently wooded with the exception of the northern portion of the site that has ' been cleared and is currently covered with brush vegetation. The site slopes from the northern property line to the south. Elevations at the site range from approximately 78 feet at the northern property line to 46 feet at the southern property line. The existing storm drainage system in Sandra Drive discharges through a 30-inch diameter flared end structure on the southern end of the parcel. The observed flow from ' the outfall suggests that the storm drainage system intercepts groundwater and provides a seasonal source of water for the small stream that flows southerly off of the site. The ' pipe outfall is currently equipped with riprap; however, there is some evidence of erosion at the outfall and along the stream banks downstream. ' Based on a review of the USDA Soil Survey of Hartford County, Connecticut soil types at the site consist of Buxton Silt Loam (BxB) and Scantic Silt Loam (ScA). See the Soils Map in Appendix 1. These soil types are moderately well drained to poorly drained silty ' soils with slow permeability. ' Sta3\c:\mydocuments\2002-024\drainage.doc Page 1 of 3 Lots 6&7 Sandra Drive J.R.Russo&Associates Drainage Report IL STORMWA TER RUNOFF ANALYSIS ' A. Methodology ' Peak runoff flow rates were determined for pre- and post-development conditions using the Rational Method. The potential stormwater impacts were evaluated for the 2-yr, 10- ' yr, 25-yr, and 100-yr; 24-hour storm events. Based on the present drainage patterns at the site, the design point was chosen as the point where the stream flows off of the southern portion of the property. For the purpose of comparing the pre and post development runoff from the site, off-site contributions to peak flow were ignored. The pre- and post development drainage areas were limited to ' the 3.57 acre subject site. A Pre- and Post Development Hydrology tThe development of the project site will include the construction of a 20,400 square foot building, new paved areas, and new lawn areas. Overall, the project will result in the addition of 0.97 acres of impervious area. Runoff from the northern portion of the site and the paved parking area will be collected by an area drain and catchbasin and diverted ' through the existing stormwater system in Sandra Drive prior to discharge through the existing 30" outfall. The building roof will be pitched such that roof runoff will discharge through downspouts placed at 30' intervals along the southern and western sides of the building. Runoff from the western side of the building will be collected and ' transported to the south via a shallow grassed swale. ' Rational formula input and calculations for both the pre and post development conditions are provided in Appendix 2. Results are summarized in Table 1. The resulting post- development peak flows at the design point are larger than the pre-development peak ' flows for each of the design storms. However, as discussed above, due to the location of the subdivision in the overall watershed and its proximity to the Connecticut River the subdivision was approved with no requirement for stormwater detention. Thus, despite ' the increase in post development peak flows resulting from the site development, it was anticipated during the original design and approval of the overall subdivision and no further stormwater detention is proposed. ' Table 1 —Summary of Pre- and Post Development Peak Flow Rates (CFS) 2-year 10-year 25-year 100-year Pre-Development 1.79 2.86 3.69 5.18 Post Development 5.68 8.44 11.14 14.97 Sta3\c:\mydocuments\2002-024\drainage.doe Page 2 of 3 Lots 6&7 Sandra Drive ' J.R.Russo&Associates Drainage Report 1 ' C. Pipe Sizing ' The piping proposed at the site consists of High Density Polyethylene (HDPE) corrugated plastic pipe (CPP). The roughness coefficient used for CCP is 0.1. Calculations provided ' in Appendix 3 demonstrate that the proposed pipes have sufficient capacity for the 10- year design storm. ' D. Treatment The runoff from all paved areas will be collected in a single sedimentation structure in the ' center of the parking lot. The structure will remove solids and sediment prior to discharge into the existing stormwater system in Sandra Drive. In addition, the sedimentation structure will be equipped with a trap hood to remove oils and floatables prior to discharge. E. Repairs/Erosion Control Downstream of Outfall As discussed above, the existing stormwater collections stem in Sandra Drive es dischar Y g through a 30" flared end outfall on the southern portion of the subject parcel. Although there is some riprap in place at the flared end, there is some evidence of erosion. In addition, some minor erosion was observed along the stream banks downstream of the outfall. As a result, the project will include measures to repair the existing erosion and help prevent future erosion when the subdivision is fully built out. The proposed measures include the construction of a preformed scour hole at the 30" outfall and bank stabilization measures downstream. In lieu of completing an analysis of the upstream watershed, the discharge at the 30" outfall was estimated using mannings ' formula to determine the capacity of the 30"pipe flowing full. This results in a discharge from the pipe during the 10-year design storm of approximately 35.6 cubic feet per second (cfs). Based on this estimated flow rate and the observed channel conditions, a ' Type 1 Preformed Scour Hole was designed in accordance with the CT DOT drainage manual (see Appendix 4) to provide protection from erosion at the outfall. ' Additional measures to prevent erosion downstream of the outfall include the installation of koirlogs (coconut fiber rolls) and wetland vegetation plantings to stabilize the banks for a length of approximately 100 feet to the property line. These measures will help off- set any impacts from the development of the subject parcel, as well as the other undeveloped lots within the subdivision. 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'kf�4 "' r. `•,' /� I di: „S' '^{S.D4';, ./ Kw (. ,o•C�'.. �t/ �3�d .;� �'' J 6 r-AF,a�t`'� D •�+` t'�r+i}ry �,a�- �-y:� � ..�.`�✓±i�,-� d�r i � fT+�� �?I � / � I" s�. 1 *:.{-:f,.`. �'�p1 ��� fl.. � �4' 1 ' �4N"'��1 yl n'{ ��.0' r\2A -•,� ttl.'i^ �' �...,�y,� ��'SY:i.,,�L •� �: �•�,� ;R i, .G��'f+ .1 ,l•� h oyytt���,i�,r�� °F.S•..��� r .e�A�\ �'i'= },�� .fir; "'tr � .•,� r .{% .� \�'.r'• .:.�\� � a. + '� - :_. tr {br �.. •f}ptt �rrc, i{�1 �'Y.8 �S;/�,�yi-y. / ,,, , �� oe al` J• '� ?�'�,p. `�'\ � r• ,. ,� �"ab}„ d F '� fie s fi� IjI� I • ' Appendix 2: PRE- AND POST ' DEVELOPMENT ANALYSIS ' J.R. RUSSO & ASSOCIATES JOB 2 n -; - �;z u Land Surveyors&Professional Engineers SHEET NO. OF L'f ' 1 Shoham Road CALCULATED BY �T�;. DATE_ East Windsor, Connecticut 06088 TEL: (203) 623-0569 CHECKED BY (� DATE ' FAX: (203) 623-2485 SCALE NA _.... ... .._ _... ..... ... ... ..__... ._.... .. ... __. .. ... ( ) ........ .. .. _.. _ ... ..-.. _-. .. .. .... .. n n r 77 t^ _ 1 2' 1 .............. ! V7, t _ ._ __. ___... ..._. _.__._ ..._..._ .._.........._... .......... ......... __... - l G) " ' J.R. RUSSO & ASSOCIATES JOB Land Surveyors&Professional Engineers SHEET NO. OF ' I Shoham Road CALCULATED BY '-�- DATE ��~=t'' East Windsor, Connecticut 06088 TEL: (203) 623-0569 CHECKED BY— DATE ' FAX: (203) 623-2485 SCALE ...., 1 r .. _ CC r 3 J .. ....... .-.._ ...... �. V.C/w')��\ ... U emu..- .. �r! .-� \ .... _... .... ... .. .. ..._.. ......... .c _.. .4'.. �.�.. ....a/ .. .... ...... ... .... y ' L _ -� � � I Ors . WL1� 2 4' Lj < /t v1 rr r ? ......................... ......... . . T i Appendix 3: � PIPE SIZING CALCULATIONS ' JOB Zoc>Z J.R. RUSSO & ASSOCIATES Land Surveyors&Professional Engineers SHEET NO. of 1 Shoham Road CALCULATED BY DATE lD- 7_ East Windsor, Connecticut 06088 2 TEL: (203) 623-0569 CHECKED BY DATE- d Z-- ' FAX: (203) 623-2485 SCALE w............ r r 17 1 /. _> (6r SO� _ ..................... Q� I ' 130 +7 PExm, -C- � I CJ 7r`� n t Cr S ' J.R. RUSSO & ASSOCIATES JOB Land Surveyors&Professional Engineers SHEET NO. OF �— ' 1 Shoham Road CALCULATED BY � r! DATE East Windsor, Connecticut 06088 TEL: (203) 623-0569 CHECKED BY r DATE_ J 2 b �- ' FAX: (203) 623-2485 SCALE .... l u .... .. ....... D. �flC3� ,{C ) �� .SD- C o, s -� _ C.LA _r• G_ �ILAA-S — 0 ...... .................................. . .. (0 Li .. ... ... ...... . Dtnt � 1 ei J1�✓L�JE , t ......_............... __.,.... _..__... ........ ......... ........ North American Green-Erosion Control Materials Desiqn Software Ver.4.11 -Channel_ 6124/200 0253pM COMPUTED BY: TAC PROJECT NAME: LOTS 6 7 SANDRA DRIVE PROJECT NO.: 2002.024 FROM STATIONIREACH: TOP OF ITO_STATION/REACH:_ END OF DRAINAGE AREA: IDESIGN FREQUENCY: 10-YEAR ' HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal Unreinforced Vegetation [cfsI Period his Radius ft Depth ft 4.1 1.0 2.91 1.41 0.27 0.35 S=0.1000 1 1 Bottom 3.0 Width=3.00 It 3.0 ' LINER RESULTS Not to Scale Reach Material Type Phase VeQ.Type Soil Type Manning's'n' Permissible Calculated Safety Remarks Staple Pattern Class Veg.Density Shear Stress(psf) Shear Stress (psf) Factor Straight Unreinforced Sod 0.068 3.33 2.10 1.53 STABLE D 75-95% Silt Loam 0.035 0.015 2.33 STABLE 1 s ' Appendix 4: EROSION CONTROL MEASURE CALCULATIONS 1 J.R. RUSSO & ASSOCIATES r Land Surveyors&Professional Engineers SHEET NO. OF J ' 1 Shoham Road C'CALCULATED BY DATE C� East Windsor, Connecticut 06088 1 � e TEL: (203) 623-0569 CHECKED BY `� f- �� DATE_ ' FAX: (203) 623-2485 SCALE ... w� ................. pp r r .. �. V t t>_ —....... - __ . lD¢/ ..__...... y tCti t\i t E V��1a..n��•1 f 3Q, _ ckS _ I ...�-�/(_._: E.. . _C-.'CIV \A : ......... ... 0, v1cu- c z JS ' TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION June 24, 2002 PROGRAM INPUT DATA: ' DESCRIPTION VALUE ---------------------------- Flow Rate (cubic feet per second) . . . . . . . . . . . . . . . . . . . . . . . 5 . 0 Channel Bottom Slope (feet per foot) . . . . . . . . . . . . . . . . . . . . 0 . 0400 ' Manning's Roughness Coefficient (n-value) . . . . . . . . . . . . . . . 0 . 0300 Channel Side Slope - Left Side (horizontal/vertical) . . . . 0 . 10 Channel Side Slope - Right Side (horizontal/vertical) . . . 0 . 10 ' Channel Bottom Width (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . 0 ' PROGRAM RESULTS : DESCRIPTION VALUE -------------------------------------------------------------------- ' Normal Depth (feet) . . . . . . . . . . . . . . . . . . 0 . 50 . . . . . . . . . . . . . . . . . . . Flow Velocity (feet per second) . . . . . . 4 . 85 ' Froude Number (Flow is Super-Critical) . . . . . . . . . . . . . . . . . . 1 . 221 ' Velocity Head (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 37 Energy Head (feet) 0 . 87 Cross-Sectional Area of Flow (square feet) . . . . . . . . . . . . . . 1 . 03 ' Top Width of Flow (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . 10 TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1 .2 (c) 1986 ' Dodson & Associates, Inc. , 7015 W. Tidwell , #107, Houston, TX 77092 (713) 895-8322 . A manual with equations & flow chart is available . n � ' TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION June 24 , 2002 -------------- PROGRAM INPUT DATA: ' DESCRIPTION ------------------------------VALUE ----------- ----- Flow Rate (cubic feet per second) . . . . . . . . . . . . . . . . . . . . . . . 30 . 6 Channel Bottom Slope (feet per foot) . . . . . . . . . . . . . . . . . . . . 0 . 0400 Manning's Roughness Coefficient (n-value) 0 . 0300 Channel Side Slope - Left Side (horizontal/vertical) . . . . 0 . 10 1 Channel Side Slope - Right Side (horizontal/vertical) . . . 0 . 10 Channel Bottom Width (feet) 20 . 0 ------------------------------------------------------------------- PROGRAM RESULTS : DESCRIPTION VALUE ' Normal Depth (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------ -- 0 . 33 Flow Velocity (feet per second) . . . . . . . . . . . . . . . . . . . . . . . . . 4 . 64 Froude Number (Flow is Super-Critical) . . . . . . . . . . . . . . . . . . 1 . 424 ' Velocity Head (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 33 Energy Head (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 66 Cross-Sectional Area of Flow (square feet) . . . . . . . . . . . . . . 6 . 60 ' Top Width of Flow (feet) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 . 07 ' TRAPEZOIDAL CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1 . 2 (c) 1986 Dodson & Associates, Inc . , 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322 . A manual with equations & flow chart is available . J.R. RUSSO & ASSOCIATES JOB 17C_ )C,7- Land Surveyors&Professional Engineers SHEET NO. I OF 1 Shoham Road CALCULATED By DATE G-V4-07 East Windsor, Connecticut 06088 TEL: (860) 623-0569 CHECKED BY DATE FAX: (860) 623-2485 SCALE ........................... .............. .............. .......... ...................................................................... .......................................... .......................... .......... ............... ........................... ................................................................................................. ............................. ....................................... ............ .......... ................................................................................ . . .................. .............. ........... .CI ......................................... ...... ...... ....... ................. ...... ...... ........ ...........i..r.......... ......................................... ............... ............ ......... .............. ...... . ....... o. ......... .......... ....... ..................................................................... ............. ........... ............. ................ 1. .......... .......... ...........�V ......................... 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N� -CV\AA ........... ........... .......... ............ ........................................ .................... .......... ........... ............. .............. . ............-............................................... ................ ............................. ............ ........................................ .......................... ................. ............. ...................................................................... .................................................... ............ ....................... ........................................ ... ................................ ........... . ...................... .......... ....... ............ . .......... ............. .......... .................................... fCulver 8.7-19 ' C Endwall -- 3Sp-�, ' Culvert End < <�,�Cjr Utz;_, A °r;� <o °�o ` A Dclf Jo 1 � ��° Jo���J pr,Q I 1 T 0, do gp r -- -- e,�, G�•'U G°��`� ���Q� ?Sp B -� ' Endwail —3:1 SIDE SLOPE PLAN VIEW Culvert End Rp - j_ 3 3 ' 1 F _ 1 - = d c, c 0.3 m (1 ft.)for reinforced - �— ' concrete culvert end 150 mm (6 in.) granular fill for— modified4ntermediate riprap and — Geotextile (separation)should field ' 300 mm (12 in.)for standard riprap condition warrant SECTION A-A ' LEGEND Max.inside pipe span (non-circular sections) Sp= Inside pipe diameter(circular sections) Max.inside pipe rise (non-circular sections) ' R p = Inside pipe diameter(circular sections) 1300 mm (12 in.)Modified Riprap d 450 mm (18 in.) Intermediate Riprap 900 mm (36 in.)Standard Riprap ' Type 1 F = 0.5 Rp Type 2 F = Rp C = 3Sp+ 6F 8 = 23p + 6F Figure 8-11 Preformed Scour Hole Type 1 and Type 2 ' October 2000 ConnDOT Drainage Manual PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan Fred Shaw,Michael Gantick, Thomas Field,Bill Lanning, Kris Lindstrom, Ray Favreau, Karl Reichle, Mel Stead,John Collins,Bob Deptula,Jeff Doolittle FROM: Marcia A. Banach, AICP,Director of Planning The Planning &Engineering Departments have received.plans for the following project: Location: Site Plan O Subdivision No. Acres Zone Industrial O Commercial O Residential No. Lots/Units Water: )Public O Private Well Sewerage: ;kPublic O Septic system(s) Project Description: �Z� t ,�cu,, .tom , Future Town-owned property involved? O Yes 4 qo O new street(s) O new detention area O new open space/recreation area O active O passive Planning Department notes: Please comment by p and return to the Planning Department. A) . � �• �. Ct / °ham /l.r.✓Iun �v ' .. l - • ' 7�� ,( $eA�^�__� 6L f Y MEMORANDUM To: Jeffrey Folger, Environmental Planner Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 8/21/02 RE: App 02-37P, Charbonneau Site Plan, Sandra Drive I have reviewed the revised Site Plan application (dated 8/12/02) for an Industrial building On Lots 6&7 Sanda Drive and have the following comments. All of my previous comments (dated 7/15/02)have been addressed. Please contact me with any questions. - 1. The Supplemental Drainage Analysis received for this application shows that detention is not necessary for this site plan. According to this analysis, the stormwater system in this subdivision is sized to handle these flows and the downstream effect of this development is less than a 1 inch increase in downstream water levels by Strong Road. However, I have recommended to the Project Engineer that the existing condition of the downstream channel and surrounding areas be documented prior to construction. This should support their analysis that there will be no deleterious downstream effects from this development. 2. An application must be submitted to the WPCA for their review and approval. 2a. Fred Shaw has indicated the WPCA will be requesting a monitoring manhole be installed along the sanitary sewer system,within the Town ROW. 2b. Any and all floor drains in garages need to be connected to grease/sedimentation interceptors. RECEIVED AUG 2 3 2002 SOUTH WINDSOR PLANNING DEPT. G- Charbonneau Lot 6/7 Site Plan—Appl.#02-37P Planning Comments Key Map Curb cuts on surrounding properties should be shown Zoning Data Table Buffer requirement should be reflected(A note should be added referencing the original subdivision approval condition requiring a 100 foot non—encroachment area) General Comments • a ears t th is so ading currin e 75 fo n -e chme ar . her s ou be no stu anc at 1 an should e otecte ith a fe ce requ d in t origin rova • A photo metric plan showing the proposed lighting levels must be submitted • Is the dumpster area adequate for the number of potential visitors? • The plan is a little difficult to read and would be better if the plot plan was separated from the topography plan WPCA WPCA approval is required; any garage floor drains must be connected to an oil/grit separator. The industrial zone requires a sewer monitoring manhole in the right of way. What are the flow projections (sanitary wastewater)? Sewer connections to the buildings should be shown on the plans. Appl #02-37P, Charbonneau Industrial Building 09-10-02date Planning Department Report 1. Request for site plan approval to construct an industrial building on Sandra Drive, I zone. Lot area is 3.58 acres; V2 acre required. Maximum impervious coverage allowed is 65%, 27% proposed. 2. The applicant has indicated the use of the building is warehousing and has attributed one employee to each unit in order to calculate parking. Using that formula, 26 spaces would be required, and 27 are provided. The building appears to be a multi-tenant building; and our experience is that.a variety of tenant types are likely, including a mix of office, commercial and industrial users. If that becomes the situation, the parking may not be adequate, and there does not appear to be any location for additional parking. Also, trucks will use the central pavement area for maneuvering. 3. There is normally a 50-foot buffer between industrial and residential properties; however, when this subdivision was approved, the buffer width was increased to 75 feet. The site is presently wooded, and the applicant proposes to intersperse a variety of evergreen trees along the inside edge of the buffer to supplement the existing trees. 4. There is no outdoor storage proposed with this application. Applicant should be aware that unscreened outdoor storage is not allowed, and all outdoor storage requires PZC approval. 5. Architectural and Design Review Committee was scheduled to review this site on September 5, however due to lack of quorum, the meeting was cancelled. 6. The only site lighting proposed is wal-pak fixtures with shields. The plan notes that lighting will be reduced to security levels after business hours. 7. Site landscaping consists of several trees plus shrubs around the parking area in the front of the site. 8. There are regulated wetlands on site. IWA/CC approved this application on September 4 with a $20,000 bond to ensure stream bank stabilization and a $5000 bond for erosion & sediment control, and requirements for channel stabilization. 9. Public water and sewer are provided. Water Pollution Control Authority approval is required. 10.There is a dumpster shown on a concrete pad, screened. If the dumpster pad turns out to be inadequately sized for this building, it must be properly extended and screened or relocated. 11.If this application is approved, the Planning Dept. requests that the applicant specify the quantities of each type of evergreen tree in the buffer. Date: December 31,2002 RECEIVED To: Planning and Zoning Office and Wetlands Office of South Windsor,CT JAN 72003 From: Residents of Old Parish Drive and Oxbow Lane SOUTH WINDSOR PLANNING DEPT, Subj: Proposal for Sandra Drive Lots#6 and 7, Andre Charbonneau's project for the west property boundary On December 8,1987 after our legal cause of action it was stated that a snow fence was to be erected 100 feet from the west property boundary line and nothing was to be disturbed and the land was to remain in its natural state. This letter was filed at the Planning and Zoning Office of South Windsor,CT. Please see enclosed letter item#19. It was also stated on the Topographic Plan Lot 6&7 40 Sandra Drive#10. Now that the Sandra Drive project is underway, 16 years later,the snow fence has since been removed and the land cleared up to 75 feet from the property line. In doing so it has opened up access to our backyards. The plan is to put up a 20,400 sq ft facility with 10 businesses. Now that we are opened up to their access we do not feel safe. If the 25 feet of trees were still undisturbed we do not believe this would be a problem. Now we feel exposed to anyone who will work or visit these businesses. Our property value has declined since our privacy has been taken away. The safety of our children playing in the backyard has been taken away. We would like to propose that a 10-foot wide by 5-foot high mound be created with a 6-foot wood fence on top. Also 6-foot,fast growing,White Pine trees planted 8 feet apart on our side of the fence from the original 100 foot buffer line,where the snow fence was,to give us back our privacy. Please no thorny trees. This would also camouflage your building from our backyard and hopefully bring our property value back up. We know it will be impossible to bring the land back to it natural existence of 80-year-old trees but this should help to rectify the situation that has been created for all of us on the west side boundary line. Thank you in advance for taking the time to review our proposal. Wasyl,Sharon Szestakow Jack,Bettylou Gustomachio Paul,Barbara Barbour 6 Old Parish Drive 2 Old Parish Drive 5 Old Parish Drive South Windsor,CT 06074 South Windsor,CT 06074 South Windsor,CT 06074 Gary,Leslie Lee Stanley,Lisa Grivers 18 Old Parish Drive 32 Old Parish Drive South Windsor,CT 06074 South Windsor,CT 06074 Earl, Janet Moore Patrick,Zane Colabrese 40 Old Parish Drive 11 Old Parish Drive South Windsor,CT 06074 South Windsor,CT 06074 Steven,Patricia Roback Eric,Karen Wetherall 44 Oxbow Lane 55 Oxbow Lane South Windsor,CT 06074 South Windsor,CT 06074 i •(O,MN Sf,< o y• ` SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 1540�• AREA CODE 203/644-2511 'SUS<)R•CONr Y December 8, 1987 Atty. William E. Grace 479 Buckland Road South Windsor , CT 06074 re : Application #1255 , Charbonneau Resubdivision Industrial Park Zone ;John Fitch Boulevard Dear Atty. Grace : g is to 9 of the The purpose of this letter lettercdatedyNovemberd18, 1987 regar l dingltheand Zoning Commission approva above referenced subdivision . The condition is as follows: 19. A snow fence must be established one hundred feet from the west property boundary, with no disturbance beyond the snow fence . The 100 feet was derived from the current 50-foot buffer requirement plus the current 25-foot rear yard setback and the additionalCommissionf Snow non-disturbance volunteered by the applicant fencing should also be erected along the top ofof the the bank on the south property boundary to ensure no distu The 100 foot snow fence urrentkzoning non-encroachment allow driveways and buildings and other structures . C , parking within the rear yard setback area-. Very truly yours , PLANNING AND ZONING COMMISSION R ymond F. Hallowell , Jr . Chairman r : rt cc : v/M. Banach., Director of Planning Andre Charbonneau January 2, 2003 Wasyl & Sharon M. Szestakow 6 Old Parish Drive South Windsor, CT 06074 CERTIFIED MAIL Dear Property Owner: Re: Site Plan Lots 6 & 7 Sandra Drive South Windsor, CT In accordance with Section 7.3b of the "Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations", we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if so desire. For further information regarding the specific date this will be heard plea t-aet-,_ per Environmental Planer/Conservation Officer, Planning Departm nt, 644-2511, ext. 253. Sincerely, Andre Charbonneau 125 Edwin Road South Windsor, CT 06074 528-7551 S tow" sf4 Q TDV-'An OPS �•. u 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 OR.CO TELEPHONE (860) 644-2511 February 18, 2003 Mr. Andre L. Charbonneau 125 Edwin Road South Windsor, CT 06074 Dear Mr. Charbonneau: Re:Preconstruction Meeting—App102-37P, Charbonneau Lots 6 & 7 IN ATTENDANCE Michele Lipe Town of South Windsor 1540 Sullivan Avenue 860 644-2511 x252 Bernie Drabek Town of South Windsor 1540 Sullivan Avenue 860 644-2511 x241 Jay Ussery J.R. Russo 1 Shoham Road 860 623-0569 Andre Charbonneau Andre Charbnonneau 125 Edwin Road 860 528-7551 Kevin Charbonneau AC&S 195 Edwin Road 860 528-7551 Jeff Folger Town of South Windsor 1540 Sullivan Avenue 860 644-2511 x229 Barbara Pons SNET 40 Brainard Road 860 725-1520 Ronald Asselin Town of South Windsor 1540 Sullivan Avenue 860 648-6966 Jeff Doolittle Town of South Windsor 1540 Sullivan Avenue 860 644-2511 x245 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Sandra Drive. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 4 a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six(6)inch lifts e. Placement of bituminous concrete, two (2) inch layers maximum 3. Two (2) weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (if necessary) of the infrastructure,prior to final pavement. 4. Applicant/developer should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or structures prior to final paving if found to be deficient. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 7. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 8. Any problems and/or questions regarding construction of this project will be directed to Kevin Charbonneau in the field at phone number 930-4234. 9. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 10. Job meetings will be held as needed, and can be called by the developer or Town. 11. Seventy-two (72)hours' notice needed for certificate of occupancy inspection. 12. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 13.Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday. 14.No paving after October 15 or before April 15 without written approval from Director of Public Works. 15. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 16. Sanitary lateral locations should be tied down to existing structures and shown on the progress as-builts. 17. During construction of individual sanitary sewer laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, 744�z� Michele R. Lipe, AICP Assistant Director of Planning MRL/kah cc: Jeff Doolittle, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET c 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 ��OsoR'co�'�� TELEPHONE (860) 644-2511 October 10,2002 J.R.Russo Associates - 1 Shoham Road East Windsor,CT 06088 OCT 2 2002 Attn:Mr.Urseri RE: Lots 6&7 Sandra Drive—Approval to Connect South Windsor,CT Dear Mr.Urseri: The South Windsor Water Pollution Control Authority,at its regular meeting of October 1,2002,gave approval for the connection to the Town's sewerage system of a commercial building to be located at Lot 6 &7 Sandra Drive,South Windsor, CT, as more specifically shown on plans entitled"Topographic Plan— Lot 6&7", prepared by J.R.Russo Associates,East Windsor,CT,Project No.2002-024,Drawing No(s)3 dated 6-19-02,revised 6-18-02, 8-12-02,9-18-02,and subject to the following conditions: 1. Approval for the connection of up to 9 bathrooms. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once The sewer line has been installed and inspected by the Town staff,and based upon the written Verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. Connection charges in the amount of$9,996.00($2,800/acre)have been calculated for this site,and are due at the time of drain layers permit application. This approval letter must be superimposed on the final approval plans. Very truly yours, r J eph J.Carino,Chairman Water Pollution Control Authority JJC:dd Cc: Matthew Galligan,Town Manager Michael J. Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning✓ John Collins,Chief Building Inspector Andre Charbonneau S py1N Sf4 yr eO-P sla� ?d&U&Ot 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•Co AREA CODE 860/644-2511 October 24, 2005 Andre L. Charbonneau 125 Edwin Road South Windsor,CT 06074 Dear Mr. Charbonneau: Re: Expiring Letters of Credit, Appl 02-37P, Charbonneau, Sandra Drive Lots 6 & 7 The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION Sandra Drive, Lots 6 &7 Rockville $20,000 January 23, 2006 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/pmm l 041.4 _G�� 0-le slotdi-7, V&1&-at sf. s C� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe.CO TELEPHONE (860) 644-2511 CERTIFIED MAIL September 16, 2002 Andre L. Charbonneau 125 Edwin Road South Windsor, CT 06074 Re: Appl #02-37P, Charbonneau, Sandra Drive Lots 6&7 Dear Mr. Charbonneau: We are pleased to advise you that the Planning &Zoning Commission voted on September 10, 2002 to approve the above referenced application for a Site Plan of Development. This approval is for the construction of a 20,400 sq ft facility on property located on the southerly end of Sandra Drive, I Zone, as shown on plans prepared by J.R. Russo,. Job No. 2002-024, dated August 12, 2002, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including two a bonds in the amount of$20,000.00 to ensure stream bank stabilization and $5,000.00 for erosion and sediment control. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Landscape bond in the amount of$5,000.00 required and must be submitted prior to filing of mylars. j 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. WPCA approval is required. 8. The building street number must be included on the final plan. 9. The Town Engineering's comments dated August 21, 2002 must be addressed to the satisfaction of the Town Engineer. 10. An explanatory note for the increased buffer referencing the previous subdivision approval should be added. 11. Planning Comments dated August 30, 2002 must be addressed. 12. The applicant must return to the Architectural Design Review Committee for final review. If the applicant has any concerns with the Committee's recommendation, then the applicant must return to the Planning and Zoning Commission for final resolution. 13. Grading that occurs within the 75 foot non-encroachment area must be returned-to an undisturbed, landscaped area. Black and white transparent mylars of Sheet#2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, 1 G. Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control F're Marshal tOwN aft " ~ Wo� ap s"ou m � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.Co TELEPHONE (860) 644-2511 November 29, 2004 Jay Ursery J. R. Russo &Associates 1 Shoham Road East Windsor, CT 06088 Dear Mr. Ursery: Re: ,Expiring Letter of Credit-Appl 03-01P, Charbonneau Lot 6 and 7 We have not as.yet received any renewals of the letters of credit, which expire January 22, 2005, as noted in our previous renewal request. Please be advised that discussion of this matter will be placed on the -December 14, 2004 agenda of the Planning&Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/pmm TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: j CHANGE ORDER CONTACT PERSON Tint Coon Phone No. 623-0569 Address, J.A. Rnsso & Associates, 1 Shohau Road, East Windsor, CT 06088 Site Name. Lots 'i b 7 Sandra Drive P&Z No. 0237P Owner Andre Phone No. 328-7531 Contractor Cov Construction Signature of Owner Date: 10-21-03 Signature of Design Engr. Date: 14"'21-03 CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) 1) Relocate water service connections to building. 2) Relocate sanitary, branches and cleanouts inside building. R34M-InAts sanitary Manhole outside building and add a cleasout Reason for Change: (Why is change required) Required to acaonnodata building plunblag. APPROVALS: (As Required Dir. Of Planning Date: Town Engineer Date: k- Dir. of Public W `rks Date: Other: Date: e STAFF COMMENTS: White Town Engineer Yellow Applicant Pink — Director of Planning Goldenrod - Engineering Department SOW N Sf4 < `k1 x F T_0� 01- sa� ?d 0. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�°soR-co' TELEPHONE (860) 644-2511 Novem er 13,2003 Mr.Andre Charbonneau 125 Edwin Road South Windsor,CT 06074 1V 0 V 1 4 2003 g RE: Change Order Lot 6&7 Sandra Dr. South Windsor,CT Dear Mr.Charbonneau: The South Windsor Water Pollution-Control Authority,at its regular meeting of November 5,2003,gave approval for a Change Order for the connection,previously approved,to the Town's sewerage system of a commercial building at Lot 6&7 Sandra Drive,South Windsor,CT,as more specifically shown on plans entitled"Topographic Plan for Lot 6&7 Sandra Drive"prepared by J.R.Russo&Associates,East Windsor,CT,Project No.2002-024,Drawing No(s)3,dated 6-19-02,revised 6-18-02,8-12-02,9-18-02, 1-21-03,3-7-03,7-28-03,8-28-03, 10-21-03,and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Jos` h J.Carino,Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning �✓ Chris Dougan,Chief Building Inspector J.R.Russo&Associates TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Tin Coon Phone No. 623-0569 Address J.B. Russo & Associates, i Shoham Rd., East Windsor, CT 060M Site Name. Lots 6 & 7 Sandra Drive P&Z No..3_37p Owner Andre Charbonnaeau Phone No 528-7551 Contractor Coven Construction Signature of Owner. r, Date: 3-9-04 Signature of Design Engr. tiv '�, L Date: 3-9-04" CHANGE: (Describe location and nature-.1of change. Include Four ) P P P 4 copies of plan/profile rofile of Change._) ( Install 3' high retaining wall at northeast corner of building and aldmit northern edge of parklux lot, pave area around du oster:Ar haze of rho retitnin� wall. Eliminate landscaping around dumpster, but retain fence viith privacy slate for screening. Reason for Change: (Why is change required) 1) To reduce required cut and steepness of slope to the north of the building 2) To Inrove aesthetics with attractive retaining wall. APPROVALS: (As Required) Dir. Of Planning' Dater 4 Town Engineer i'��' `"�'t ) ��;J` Date: 3 /1 j,1 , a Dir. of Public Works Date: Other: Date: STAFF COMMENTS White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION "GENERAL: CHANGE ORDER CONTACT PERSON Tin goon Phone 'No _ 623ALTeo Address J-R0 RMIM0-i Asvp6clat"g 1Wboban )A,d. "St W Site Name Lots,b i 7 11 m a Drive P&Z : o 01 Owner Andre Ph. ne No., Contractor Cowan cmatmatim ' Signature of Owner Date Signature of Design Engr: Date:: . CHANGE (Describe location and nature,of 'change. Include Four (4 ) ' copies of plan/profile of Change..) Raltieat's . _ice tar MA 201 aft Af_hy.t 7d ris and rave to 1Q11rJ01- Reason for Change: (Why is change required) To prow"* two pasking staUs a llacent to ba l+ im for •od tsnant APPROVALS (As Required) Dir. Of Planning Date: Town Engineer Date`: Dir. of Public Works Date,. Other.:. Dates STAFF COMMENTS: UED MAY 11 2004 White Town Engineer - Yellow - Applicant - 'Pink - Director of Planning Goldenrod - Engineering Department REDucs w%o'CH -rO %o l Sty AFT AW R`E G?o M ZLDG -ro ZAr . t ST�t.LS AASAcE.�T �0 8�p�. ( II I �r — �' HIGH VERSA---LOK � �`-- ;'�'�7©,'` , RETAINING WALL OR EQUAL tiJ% DRAIN � t c� D.t ' ?T BEHIND ALL PER MANUFACTURERS 1 RECOMMENDATIONS; TO ^J=70.4 6? II I WALL DRAIN TO CONNECT TO AREA DRAIN; FL = 64.27 A RAIN + !II 1 I rTF=67. L=63.77 67 CONCRETE DUMPSTER PAD & I I I FENCE `v°J/ PRIVACY SLATS 67 i , (SEE DETAIL) t PROPOSED PLANTINGS OMITTED � - 67 f �8 TYPE CL) 10 NANCOR 111 F II 1 —66.10 i f / S. 0.5� / ' 1 1 =63.14 'JORTECN MODEL 2000 " N ClII I OR EQUAL APPROVED BY �— .i r WATER EN;,,;NEER & INLAND SERVICE WETLAND AGENT 7s t TF=67.2Q 1 EX.ST C8 4� 5" NA COR F11 11 T.r=63.1 FL=62.94 51 !,ram G ft' 6.8-7 tL=63.J ;=v l� II 74 24" ne i 68 a 7 FL=62.7 OUT _---" - �- -- o T�=67.9 i E ,3 i ` i FSMT_ N BC=67.4 69.0 — CID _ 18" RCP kcL TC-67,g 24. $= cX?ST. SAN. Mh �' .BC_67.4=\ „IF,Vc -,. -0ol �, "I II —TF=��.c ►�' M C % ' 4— FL=57.3 1 < _ PRoS���" G�ANC�E LOTS G S AN'Dg k t)?-OV E TdWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Andre Charbonneau Phone No. 326-7331 Address 125 Ednin Road, South Viadeor, CT 06074 s Site Name Lots 6 i 7 Sandra Drive P&Z No. 02 37P Owner Aiaira Charbonnaan Phone No. Contractor Coven r4not2wrton Signature of Owner ` Date:_r .29-p,L Signature of Design Engr. Date:_6,29.04 CHANGE: (Describe location and nature cif change. Include Four (4 ) copies of plan/profile of Change. ) E13-inate footing drain. Reason for Change: (Why is change required) Ezwwation vas dry at the t1m of construction - PROVALS: (As Req fired) fir. Of Planning �1 t Date: C elf Town Engineer l J Date: U Dir. of Public 0rks Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department S0rIN SEA 7-own 0-ye S_0_u',A VxndAot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•c� TELEPHONE(860) 644-2511 November 29,2004 Jay Ursery J. R. Russo &Associates 1 Shoham Road East Windsor, CT 06088 Dear Mr. Ursery: Re: Expiring Letter of Credit,AppL #02-37P, Charbonneau Lot 617 The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION Charbonneau Lot 6/7 Rockville $5,000 -2/11/05 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours Michele R. Lipe Assistant Director of Planning MRL/pmm