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HomeMy WebLinkAbout05-07P Site Plan of Development TOWN OF SOUTH WINDSOR o , s PLANNING & ZONING COMMISSION " APPLICATION FORM Application No: `� a "" "w t ...nay ,skss � � Official Receipt Date: /-,'1'6 15 Receipt No: U t C 2 3 Z004 PLAi0l!! JG DEPT. APPLICANT: Vanco Associates ADDRESS: 417 John Fitch_ Boulevard South Windsor, Ct. 06074 Charles A. Jurgelas & OWNER OF RECORD ON LAND RECORDS: Vanco Associates 415 John Fitch Boulevard South Windsor, Ct. 06074 ADDRESS: _ 417 John Fitch Boulevard South Windsor. Ct 06074 COMPLETE LOCATION OF PROPERTY: 417 John Fitch Boulevard ASSESSOR'S MAP # 22 PARCEL # 26.27,29 ZONE GC NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Dana Steele or Jay Ussery J.R. Russo & Associates 1 Shoham Road East Windsor, Ct. 06088 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. r1/1A'4 W, Signature of Applicant Signature of Property Owner (See reverse side for additional information) "OW N Sf4 C U Gory K. Tyler o Chief of Police Police Services SOUTH WINDSOR POLICE SERVICES CONSTRUCTION REQUIREMENTS • Developer is responsible for the purchase and installation of all street and traffic signs. All signs under the control of the Town of South Windsor must conform to standards as published by the Town of South Windsor,Department of Public Works. All signs under the control of the State of Connecticut must conform to standards developed by the State of Connecticut,Department of Transportation.All signs will conform to the Manual on Uniform Traffic Control Devices. Street sign material may be purchased through the Town of South Windsor. All other traffic signs shall be purchased from an outside vendor. • Developer will submit three(3) 8 1/2 x 11 or 8 1/2 x 14 maps of the proposed project for the purpose of identifying and positioning all traffic and/or street signs.Any changes in roadway design will require new maps. • When the developer is ready to erect all required signs,contact should be made with the Department of Public Works, Street Services Division,who will arrange for a supervisor to locate each sign position. Each such sign position shall be located by use of a wooden stake. It will be the responsibility of the developer to have the sign(s)erected as required and to ensure that any and all underground utilities are identified so as not to injure any person during installation and maintenance or interfer with sign placement or future maintenance. • Developer is responsible for the purchase of all street lighting through Northeast Utilities (NU).NU will review plans with the developer and suggest placement of all street lighting. Location, fixture and pole type,along with lumen output(watt size)are all subject to approval by the Town Traffic Authority(the Chief of Police or his designee). The developer is responsible for payment of all applicable fees to guarantee the minimum overhead rate to the Town. Once these fees have been paid,the Town will assume the normal monthly charge for each light. • Any and all work to be conducted within the limits of a public highway,or so close there to, shall require review by the Town Traffic Authority(the Chief of Police or his designee), prior to the work taking place, for the purpose of identifying necessary traffic control and safety measures. • Developer is required to erect and maintain,throughout the project, a sign identifying the name and/or title of the project. Such sign shall be clearly visible from the public highway. 151 Sand Hill Rood 9 South Windsor, Connecticut 06074 • (203) 644.2551 w t wN f� Tvwn 011CSIOU& W&U&at 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4�N�soR-co� AREA CODE 203/644-2511 April 15f 1994 Mr. Mark Van Ostrand Van's Leisure Living 417 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. Van Ostrand: Re: Appl. #88-44P, Van's Leisure Living Please be advised that the Planning & Zoning Commission voted on April 12, 1994, to approve your request to expand your recreational vehicle display and inventory storage area to the property located at 415 John Fitch Boulevard, as shown on the attached illustration, subject to the following conditions: 1 . The required 50, front yard setback must be maintained. 2. This approval is for a total of 66 units, stored/displayed in substantial conformance with the attached illustration. 3 . Any changes or modifications to the proposed plan require further approval from this Commission. Very truly yours, PLANNING & ZONING COMMISSION tmas�A. Mur Chairman TAM/pmm cc: Chief Building Official Town Engineer Supt. of Pollution Control Fire Marshal wp ' 1 16. II LO 93 115' "A, � DRAINAGE REPORT Van's RV Center 417 John Fitch Boulevard South Windsor, Connecticut ( f " Narrative: Vanco Associates proposes to pave an existing gravel surfaced inventory stg"p'ared`at their recreational vehicle sales and maintenance facility. The Van's RV Centd411lity is located on the west side of John Fitch Boulevard in South Windsor, Connecticut. The inventory storage area is located on an existing 1.34-acre parcel adjacent to and south of the main facility, a 2.72-acre parcel. The existing storage area has a compacted gravel surface that is essentially impervious. Therefore, the proposed paving will not increase impervious areas and will not result in any significant increase in peak runoff rates from the site. In an effort to improve the quality of stormwater runoff, the perimeter of the storage area will be curbed and runoff will be collected in a new storm drainage system with a Town approved sediment and oil separator system with a high flow bypass. The drainage outlet will be armored against erosion with a preformed scour hole designed to State specifications. The drainage pipes are designed to accommodate peak flow rates for a 25-year storm event. The rational method was used to estimate peak flow rates as follows: Pipe Sizing Calculation: A= 1.2 acres C=0.9 tc=5 minutes i25=6.7 inches/hour Q25=C i25 A= 0.9 x 6.7 x 1.2=7.2 cfs 18" CPEP Type-S @ 1.56%=Qcap= 14.2 cfs 24"RCP @ 0.5% = Qcap = 17.3 cfs Preformed Scour Hole Design: RP=24"=2.0ft. TW=0.25 ft. (assumed) Q=7.2 cfs d50=(0.0125RP2/TW)(Q/RP2.5)i.33 = (0.0125 x 2.02/0.25)(7.2/2.02.5)1.33 =0.28 ft. (modified) Use intermediate riprap for larger storms and greater factor of safety. Use Type 1 scour hole(10 ft. x 12 ft. x 1 ft. deep) Vans RV Center Manning Pipe Calculator Given Input Data: shape . . . . . . . . . . . . . . . . . . . . . . . Circular solving for . . . . . . . . . . . . . . . . . . . . . Flowrate Diameter 1.5000 ft Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.5000 ft slope . . . . . . . . . . . . . . . . . . . . . . . . 0.0156 ft/ft manning's n . . . . . . . 0.0120 Computed Results: Flowrate . . . . . . . . . . . . . . . . . . . . . . . . 14.2132 cfs Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.7671 ft2 wetted Area 1.7671 ft2 wetted Perimeter . . . . . . . . . . . . . . . . 4.7124 ft Perimeter . . . . . . . . . . . . . . . . . . . . 4.7124 ft velocity . . . . . . . . . . . . . . . . . . . . . . . . 8.0430 fps Hydraulic Radius 0.3750 ft Percent Full . . . . . . . . . . . . . . . . . . . . 100.0000 Full flow Flowrate 14.2132 cfs Full flow velocity . . . . . . . . . . . . . . 8.0430 fps Page 1 of 1 Vans RV Center Manning Pipe Calculator Given Input Data: shape . . . . . . . . . . . . . . . . . . . . . . . Circular solving for . . . . . . . . . . . . . . . . . . . . . Flowrate Diameter . . . . . . . . . . . . . . . . . . . . . . . . 2.0000 ft Depth . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.0000 ft slope . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft Manning's n . . . . . . . . . . . . . . . . . . . . . 0.0120 Computed Results: Flowrate . . . . . . . . .. . . . . . . . . . . . 17.3295 cfs Area . . . . . . . . . . . . . . . . . . . . . . . . . . 3.1416 ft2 wetted Area . . . . . . . . . . . . . . . . . . . . . 3.1416 ft2 wetted Perimeter . . . . . . . . . . . . . . . . 6.2832 ft Perimeter . . . . . . . . . . . . . . . . . . . . . . . 6.2832 ft velocity . . . . . . . . . . . . . . . . . 5.5161 fps Hydraulic Radius . . . . . . . . . . . . . . . . 0.5000 ft Percent Full . . . . . . . . . . . . . . . . . . . . 100.0000 Full flow Flowrate . . . . . . . . . . . . . . 17.3295 cfs Full flow velocity . . . . . . . . . . . . . . 5.5161 fps critical Information critical depth . . . . . . . . . . . . . . . . . . 1.8863 ft Critical slope . . . . . . . . . . . . . . . . . . 0.0059 ft/ft critical velocity . . . . . . . . . . . . . . . 7.3339 fps critical area . . . . . . . . . . . . . . . . . . . 3.3435 ft2 Critical perimeter . . . . . . . . . . . . . . 4.9143 ft Critical hydraulic radius . . . . . . . 0.6804 ft Critical top width . . . . . . . . . . . . . . 2.0000 ft Specific energy . . . . . . . . . . . . . . 2.7328 ft Minimum energy . . . . . . . . . . . . . . . . . . 2.8295 ft Froude number . . . . . . . . . . . . 0.9060 Flow condition Subcritical Page 1 of 1 8.7-4 Culverts and .. . Type B Riprap Apron(Maximum Tailwater Condition) Wi =3Sp(min.) W2 =3Sp+0.4La for TW > 0.5 Rp (U2) Wi = width of apron at pipe outlet or upstream apron limit W2 = width of apron at terminus or downstream apron limit Type C Riprap Aron For a Type C Riprap Apron when there is a well defined channel downstream of the outlet, the bottom width of the apron should be at least equal to the bottom width of the channel and the lining should extend on the channel side slopes at least 0.3m (1 fl) above the tailwater depth (TW) or at least two-thirds of the vertical conduit dimension(0.7 Rp) above the invert,whichever is greater. (In all cases,the overall width of the apron shall be a minimum of 3Sp). See Figure 8-10. Additional guidelines: • The type of apron to be used and length should be called out on the construction plans. • The side slopes of the Type C riprap apron should be 2H:1 V or flatter. • The bottom grade should be level or minimum slope, where practical, for energy dissipation. Where the use of a flat apron is impractical,a preformed scour hole should be considered. • Granular fill shall be placed between the riprap and the underlying soil to prevent soil movement into and through the riprap. Additionally, an appropriately sized geotextile (separation)can be used when field conditions dictate as determined by the engineer. • The location of outlets and outlet protection should be carefully considered to minimize rights- of-way and wetland impacts. 8.7.6 Preformed Scour Hole The preformed scour hole is an excavated hole or depression which is lined with rock riprap of a stable size to prevent scouring. The depression (F) provides both vertical and lateral expansion downstream of the culvert outlet to permit dissipation of excessive energy and turbulence. Equations 8.13 and 8.14 are used to determine the median stone size (d50)required for the lining of the two types of preformed scour holes presented below. The first type, Type 1, represented by Equation 8.13, is depressed one-half the pipe rise and the second type, Type 2, represented by Equation 8.14, is depressed the full pipe rise. A significant reduction in stone size is achieved by the excavation. Therefore,the scour hole depressed the full pipe rise would require a smaller stone size, however the dimensions of the hole would be larger. The type that provides the most economical and practical design given the site conditions should be selected. The dimensions of a preformed scour hole are determined by the set of Equations 8.15 and Figure 8-11. ConnDOT Drainage Manual October 2000 f Culverts 8.7-5 Empirical Preformed Scour Hole Equations: Type 1: Scour Hole Depression=one-half pipe rise, m(ft) d5o= (0.0276 2/T /R 2.5)1333 2 2. 1333 Rp W)(Q p ( d5o=(0.0125Rp fTW)(Q/Rp ) ) (8.13) Type 2: Scour Hole Depression= full pipe rise,m(ft) d5o= (0.0181 Rp2/TW)(Q/Rp2.5)1333 (d5o=(0.0082R 2/T /R 2.5 p �(Q p )1333) (8.14) d5o=median stone size required, m(ft) For variables Sp, 4 TW and Q, see Section 8.7.5. Type 1 and 2 preformed scour hole dimensions(See Figure 8-11) C =3Sp+6F Basin Length m(ft) B=2Sp+6F Basin Inlet and Outlet Width m(ft) (8.15) F =0.511p(Type 1)or Rp(Type 2) Basin Depression m(ft) Table 8-8 solves the above set of equations for Type 1 and 2 preformed scour holes for various pipe sizes. l The type of riprap required is as follows: Modified d5o<0.13m(0.42 ft Intermediate 0.13m(0.42 ft)<d5o<0.20m(0.67 ft Standard 0.20m 0.67 ft <d5o<0.38m 1.25 ft Special Design 0.38m(1.25 ft)<d5o Reference: Report No. FHWA-RD-75-508 ("Culvert Outlet Protection Design: Computer Program Documentation") October 2000 ConnDOT Drainage Manual u Culverts 8.7-11 OUTLET PROTECTION OUTLET VELOCITY>14 feet/sec or Length of Apron exceeds limits shown on Tables 8-6.1 and 8-7.1 Preformed Scour Hole PIPE DIAMETER in (See Figure 8-11) 12 15 18 1 24 30 36 42 1 48 1 54 60 Type 1 B 5 6 8 10 13 15 18 20 23 25 C 6 8 9 12 15 18 21 24 27 30 d Depends on riprap type(see Figure 8-11) 2Sp 2.0 2.6 3.0 4.0 5.0 6.0 . 7.0 8.0 9.0 10.0 3SP 3.0 3.9 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 F=0.5 Sp 0.5 0.625 0.75 1 1.25 1.5 1.75 2 2.25 2.5 Type 2 B 8 10 12 16 20 24 28 32 36 40 C 9 11 14 18 23 27 32 36 41 45 d Depends on riprap size(see Figure 8-11) 2SP 2.0 2.6 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 3SP 3.0 3.9 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 F=Sp 1.0 1.3 1 1.5 1 2.0 1 2.5 1 3.0 1 3.5 1 4.0 4.5 5.0 Table 8-8.1-Dimensions of Preformed Scour Hole(Feet) October 2000 ConnDOT Drainage Manual Kelli Koehler- RE: Vans Leisure Livin Pa e 1 From: "William Lanning"<WLanning@southwindsorfire.org> To: "Kelli Koehler"<koehle@southwindsor.org> Date: 1/4/05 11:51 AM Subject: RE: Vans Leisure Living -----Original Message----- From: Kelli Koehler[mailto:koehle@southwindsor.org] Sent: Monday, January 03, 2005 12:48 PM To: Bob Deptula; Jeff Doolittle; Chris Dougan; Ray Favreau; Matt Galligan; Mike Gantick; Kristian Lindstrom; Cathy Molloy; Sgt. Rich Bond; Karl Reichle; Fred Shaw; Dennis Sheridan; Melvin Stead; William Lanning Subject: Vans Leisure Living Happy New YearM Kelli Koehler Administriative Secretary No Comment on this application. Wm. R. Lanning Kelli Koehler-Re: Vans Leisure Livn Pa e 1 From: Bob Deptula To: Koehler, Kelli Date: 1/4/05 12:08PM Subject: Re: Vans Leisure Living no comments >>> Kelli Koehler 01/03/05 12:48PM >>> Happy New Year!!! Kelli Koehler Administriative Secretary w ,JAN 2 2005 MEMORANDUM ............... To: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner 0 From: Jeffrey Doolittle, P.E., Town Engineer `0 Date: 1/28/04 RE: App 05 -07 P, Van's RV Center Site Plan I have reviewed the above site plan application and have the following comments: 1. Change the note from "plug existing overflow pipe" to "remove existing overflow pipe"from the existing double CB on the north side of the site. 2. Check the slope listed for the 18" CPEP between the proposed Nyloplast Drain Basin and the proposed double CB. 3. The note for the proposed double CB includes 15" inlet pipe but the pipe on the plan is 18". Check and correct this. 4. Include a trap hood on the proposed double CB outlet. 5. The infiltration system as configured is fine. I suggest additional infiltration galleys be added to increase the amount of stormwater that can infiltrate on this site. It would be easy to double the length of infiltration galleys shown. 6. Include a 2 foot sump in the proposed drop MH to help dissipate the stormwater energy. Please let me know if you have any questions. A`S041N dfA Town o-P S-Otdh ?&U:160t 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 ��OsoR.co TELEPHONE(860) 644-2511 February 28, 2005 CERTIFIED MAIL Mr. Mark Van Ostrand 7004 1160 0007 4128 1150 Vanco Associates 417 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. Van Ostrand: Re: Appl#05-07P,Vanco Associates Van's RV Center Site Plan We are pleased to.advise you that the Planning&Zoning Commission voted on February 22, 2005 to approve with modifications the above referenced application for a Site Plan Modification. This approval is for the storage of RV's on property located at 417 John Fitch Boulevard, GC zone as shown on plans prepared by J.R. Russo &Associates,Job No.,2004-086, dated February 15, 2005, as revised. This approval is subject to the following modifications: 1. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$5,000 2. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 3. A landscape bond in the amount of$2,000 is required and must be submitted prior to filing of mylars. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. .6. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 7. The building street number must be included on the final plan. 8. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 9. Four additional cedars are required along the southerly boundary. • f 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, Timothy e"Chainin Planning and Zoning Commission THW/kak cc:' Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal SSW N Sf4 O x F' -0 C, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�QSOR-CO TELEPHONE (860) 644-2511 July 6, 2005 Mr. Mark Van Ostrand Vanco Associates 417 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. Van Ostrand: Re: Preconstruction Meeting—Appl#05-07P, Van's Leisure Living IN ATTENDANCE Mark Van Ostrand Van's RV 417 John Fitch Blvd. 860-528-9800 Michael Baribault C&B Contracting LLC 20 Lewis Rd.,Marlborough 860-883-5691 Michele Lipe TOSW 1540 Sullivan Ave. 860-644-2511 x252 Jeff Folger TOSW 1540 Sullivan Ave. 860-644-2511 x229 Jeff Doolittle TOSW 1540 Sullivan Ave. 860-644-2511 x245 Bernie Drabek TOSW 1540 Sullivan Ave. 860-644-2511 x241 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 a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel. 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. 2. The Engineering Department is to be notified forty-eight(48)hours prior to the start of major construction work with inspections and testing per Developers Checklist(requested, required) for the following: a. After site is staked out b. All drainage work c. Placement of bituminous concrete, two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved _ testing company. 4. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to the Town Engineer prior to installation. 5. As built plans are to include horizontal p o tal and vertical location of all underdrains footing drains, and sanita ry sewers and house service laterals located as per revised as-built checklist. 6. 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. 7. Any problems and/or questions regarding construction of this project will be directed to Michael Baribault in the field at phone#860-883-5691. 8. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 9. Job meetings will be held as needed, and can be called by the developer or Town. 10. Forty-eight-(48)hours' notice needed for certificate of occupancy inspection. 11. 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. 12.Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday. r 13. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 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. 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. Sincerely, ��W\ c WZ5 Michele R. Lipe,AICP Assistant Director of Planning MRL/rfs cc: Jeffery Doolittle, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET Appl #05-07P, Vanco Associates Site Plan Public Hearing, 02-22-05 Planning Department Report 1. Request for site plan approval to expand the outdoor storage area for recreational vehicles at 417 John Fitch Blvd, GC zone. Maximum impervious coverage allowed is 65%, 62.5 proposed. In 1994, the Commission had given approval for storage of 66 additional units on the property at 415 John Fitch Blvd; that is the southern of the two properties owned by Vanco Associates. The 1994 approval noted that the additional RV's needed to be stored in substantial compliance with the illustration provided to the Commission. The aerial photo indicates that the RVs have been stored more or less in compliance with the P&Z approval; when the aerial photo was taken, there were 10 or 15 more RVs than approved, many of which appeared to be smaller units. 2. The whole site is accessed via the main entrance and exit drives; there are no new curb cuts associated with this application. 3. Van's Leisure Living has maintained a high standard of landscaping since its inception. There is no need for additional landscaping except for the buffer plantings. 4. There does not appear to be any outdoor lighting on the storage lot. 5. There is a buffer along the west property boundary. The applicant is proposing to plant Eastern Red Cedar trees, 10' on center. The Town's Tree Warden recommends that the applicant select either Canaertii , Gray Owl, or Burkii varieties for the most effective buffer. 6. There are regulated wetlands on the site. IWA/CC approved a site plan on February 2, with a $5,000 bond for erosion & sediment control and no unusual approval conditions. The applicant is installing drainage structures to resolve erosion issues on the riverbank on the west side of the site. 7. If this application is approved, Planning Department requests no additional approval modifications except as already noted. BOND TRANSMITTAL DATE: CONTRACTOR/DEVELOPER 11AL'o -AS s-o ;c4c NAME & ADDRESS Ll I '1 !Dk h F+Z-� 51 t 50u+'-' w 6 c l 0ta v t{ PROJECT LOCATION/ADDRESS 41'1 �a�� �� ij� rFL� LOT SUBDIVISION vavlcz /SSvC, P&Z OR IWA/CC APPLICATION NUMBER AMOUNT OF BOND 'O�W.vp� CHECK NUMBER 1 DEPARTMENT_ C\,Mt i n SUBMITTED NAME —� DATE RECEIVED BY FINANCE DATE SUB ACCOUNT NUMBER_ ODOO S:\ENGINEER\FORMS\Office Forms\BOND TRANSMITTAL.doc ar R IM- ''OWN OF SOUTR WIND SOR ". `STAFF.SITE CHANGE FOR SITE &` SUBDIVISION. G*NERAL: F CHANCE ORDER CONTACT- PERSON car, Phone No. Address `' ,r. �-143 Site .Name =R F&Z No. ©� t l` it - p r i Owner Phone No. Contractor Signature of Owner Date; Signature of Design Engr. _ Date: CHANGE: (Describe location and nature of change. Include r Four (4) copies of plan/profile of Change. ) E Reason f6r Change: (Why is change required) 4 r s, cH ' . APPROVALS: (As Required) Dr Of Planning Date: 1 down EngineerU - Date: Dir:: of Public Works - Date Other: ` Dates STAFF C0MMENTS LA - AA... .. - - - White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department r-WUAL To tiv er...._—..�.._ 'pop— �Y STABILIZATION/ lobo R' MEN T SLOPES P p(� 24" �• �. ECTIOIV� REPAIR EXISn ` i FL=26.0 WASHOUT � 32LF NEW 18" CPEP (TYPE S DBL GRATEE"C" CB S=28.1X ) TF=54.0 TYPE II HT 28LF -=50.Op (18" IN) CEDAREASTERN RED 18" CPEP (TYPE Sh j 9.00 (18" OUT PANTED 10' N 0 CPEP TRAP HOOD) (71'P. OF 2g) 6) - ___ ----- - PRO ♦\ P• ZONE LINE ._..../ L/M/T OF WE7zAN\. A3 _. A5` _ v_ r0•� 25 79 A8 - REMOVE 'IQAM SRAM AN D_ P=FOQT � _��8!I ;I<; - -_ -- -- _ - --- ` PHELF AREA Q4 Air � r N,MA 50Ud, S�' DRAIN BASIN-.. ' � ,' � .r `. , •fit,( --- - _ PA TIGLE SEPARATOR MANHOLES OW B�'PASS TPA ' (SEE D L)11 0 TEST /nvenfor � T PITS DIG, 12" Y;Stor qe Areo CONSTRUC110N A- RIOR TO CPEP ; ---- _ ENGIN (TYPE S ,�• _ TO DE INE SUITABLE '�B S=O.o� LOCATIO • �R INFILTRATION END N � / l EW ' /n ven tort' Stc i CURB ' NIF VANCO ASSOCIATES ' NEW HOOD VOLUME L ^� BE REMOVE AREA-=22 PAGE 104 '� OUTLET PI UTILITY POLE > 34 AC. / �C ' FL ce �--58.1 56L GALLEY •" FL=55.1 r INkTRATION SYSTEM sNEr Exs GRAVEL STORAGE (�E DETAIL) NIF' VANCO ASS 2032 AREA BE GRADED AND pAVED ` i VOLUME 555 PA r Ex/st/n AREA=.2.72 l i i pavement Bit. — I EW a7 &ONC. PAVEMENT REMOVEW 1 r ► 150f L I o, CURBBIT. i \BIT. CURB (TYP.) 50'BU/LD/NC LINE ——————— -- ______ �n ven f;Y Storage Area CURB NEW SAWCUT PAVEMENT _- SEAL JOINT 11/30/2006 16:37 FAX 860 328 7968 VAN'S RV CENTER Ia 002/002 4 w A _ Michele Lipe Town of South Wiridsor November 30, 2006 Dear Michele, Our landscaping was completed and the'feucing was installed this past May. l am requcsting the release of our letter of credit pending your inspection_ Regard MarkVanOstrand. BOND RELEASE TRANSMITTAL DATE: APPLICANT NAME14 SS�c ADDRESS PROJECT LOCATION/ADDRESS4n (}Wty� t' � LOT P&Z OR IWA/CC APPLICATION NUMBER ( 61 �(� LQ41vr-,A4 vi h � SUB ACCOUNT NUMBER ORIGINAL BOND AMOUNT � , �0 , 00 Please release the bond indicated above as all of the required work has been completed. NAME DATE 391 BY CHECK # ISSUED DATE HAPtanning Department\HohneS\forms\BOND RELEASE TRANSMITTAL08-27-0(.doc SSW N SfA C� O � + U S � Tio� 011 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 February 16, 2007 Mr.Mark Van Ostrand VANCO Associates 417 John Fitch Boulevard South Windsor, CT 06074 Re: Appl#05-07P,Van's Leisure Living Dear Mr. Van Ostrand: This is to advise you that the Planning and Zoning Commission voted on February 13,2007 to reduce the IWA/CC bond from$5,000 to $2,500. Please forward an amendment to the letter of credit we are currently holding showing the reduction. If you have any questions regarding this reduction,please contact Jeff Folger at 644- 2511,ext. 229. Sincerely, \aV Patrick Kennedy Planning and Zoning Commission PK/jsv cc: Town Engineer I, S0wN sf4 ca aps-au� ?&U&ot � u 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSox•co�� TELEPHONE (860)644-2511 NOTICE OF VIOLATION August 31, 2018 CERTIFIED/FIRST CLASS MAIL Vanco Associates 417 John Fitch Boulevard South Windsor, CT 06074 Location: 417 John Fitch Boulevard, South Windsor To whom it may concern: I have received complaints regarding the parking of vehicles in violation of the approved site plan for your property at 417 John Fitch Boulevard. The Planning and Zoning Commission approved a site plan for your property on February 22, 2005. That site plan does not identify the landscaped area along the front of John Fitch.Boulevard as vehicle parking. The presence of these vehicles is a violation of Section 8.5 D.2. Approval of Site Plans of the Zoning Regulations. CORRECTIVE ACTION REQUIRED: Relocate the vehicles in compliance With the approved site plan by September 14, 2018 to avoid additional enforcement action. Your immediate cooperation in this matter is appreciated. If you have any questions, please contact me at (860) 644-2511, ext. 251 . Sincerely, Pamela A. Oliva, CZEO Zoning Enforcement Officer cc: Director of Planning