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HomeMy WebLinkAbout350 Chapel Road - WPCA '(py1N 3fq< o-P siou. ?&U&ot 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 °sox•co TELEPHONE(860) 644-2511 May 10, 2017 James Bernardino, PE Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Re: WPCA Approval —G & R Valley Inc. P&Z Application#17-08P Dear Mr. Bernardino: The South Windsor Water Pollution Control Authority, at its regular meeting of May 2, 2017, gave approval for a proposed increase flow rate to the existing lateral for site improvements at 350 Chapel Road, South Windsor, CT, and as more specifically shown on plans entitled"G&R Valley, Inc., 350 Chapel Road, May 22, Lot 17, South Windsor, CT; Site Plan Modification", prepared by Design Professionals, South Windsor, CT; Project No.:3549, dated March 13, 2017; Sheet C-SPI . "Site Plan" and Sheet C-GD1 "Grading, Drainage, & Utilities Plan"; Revisions Dates: 4/17/17 and 4/20/17. This approval is subject to the following conditions: 1. Installation of a monitoring sewer manhole between the building sewer and the connection to the sewer lateral in the road; 2. A draft of an easement allowing the Town access to the private property for sewer monitoring purposes; the easement must be reviewed and approved by the Town Attorney. 3. Technical approval of the Town of South Windsor Engineering Department; 4. Final Authority approval and acceptance of the sanitary sewerage connection will be conditional upon the installed sewer line having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Richard Aries, Chairman Water Pollution Control Authority RA: ead cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer/Assistant Director of Public Works Michele Lipe, Director of Planning Chris Dougan, Chief Building Inspector TOWN OF SOUTH WINDSOR WATER POLLUTION CONTROL AUTHORITY APPLICATION FORM Application No.: Date Received Date Scheduled For Applicant G & R Valley Inc. Address 350 Chapel Road Telephone No.: 860-289-6896 Owner of Record on Land Records Timothy Rodrigue Owner's Address 350 Chapel Road, South Windsor CT Property Description: Assessor's Map# 22 Parcel# 17 Vol. 808 Page 61 Project Title: G&R Valley Inc. Inquiries to be Directed to: (Name,Address,Telephone No.) James Bernardino, PE 21 Jeffrey Drive, South Windsor CT, 860-291-8755, jernardino@dpinc.co Approvals Previously Received(Check) IWA N/A P&Z ZBA N/A Purpose of Application: (Check all that apply) 1. Sewer Extension/Connection- - Residential Use a. Subdivision b. Single Unit c. Other Explain d. Type of Approval: Concept Final 2. Sewer Extension/Connection- - Industrial/Commercial User a. New Connection b. Request to Increase Flow Rate X c. Change in Nature of Waste Discharge d. Other Explain e. Type of Approval: Concept Final 3. Appeal of Sewer User Charge a. Residential b. Industrial/Commercial 4. Sewer Assessment a. Establish Sewer Assessment b. Appeal of Sewer Assessment c. Change in Use of Property 5. Regulatory Appeal ,Explain 6. Other xplain ppric t' Si re Date Owne s Signature Date P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.875 7 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, * Rhode Island • • • LETTER OF TRANSMITTAL To: Fred Shaw Date: 4/2412 0 1 7 DPI Project No. 3549 Town of South Windsor Re: G&R Valley Inc. 350 Chapel Road PZC Application Site Plan Modification WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings EMI Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ ' COPIES DATE NO. 1 04/21/17 WPCA Application 2 4/20/17 Full Size Plan Sets 1 4/24/17 Narrative Statement and Design Flows These are transmitted as checked below: ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ❑ For your use ❑ Make corrections ❑ Submit copies for • distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: • SIGNED: CC: Daniel H.Jameson, E.I.T. P.O. BOX 1 167 • 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX: 86nalsin .co 7 wwvv.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, Rhode Island April 24, 2017 Fred Shaw Superintendent of Pollution Control Town of South Windsor 1540 Sullivan Ave South Windsor, Connecticut 06074 Re: WPCA Application G&R Valley Inc. 350 Chapel Road Dear Mr. Shaw, On behalf of the applicant, G&R Valley Inc., Design Professionals Inc. is requesting a review of the enclosed plan sets to obtain approval for a proposed increased flow rate to their existing lateral for site improvements to 350 Chapel Road. : The site improvements include the construction of a new 2500 SF accessory warehouse building and associated parking lot modifications, utility connections, and landscaping. A sewer monitoring manhole is proposed to connect the new service to the existing service lateral along with an associated access easement. • Per the CTDPH Public Health Code for On-site Sewage Disposal Regulations, a 2500 SF Warehouse(assuming an Industrial Building rate) is expected to generate 250 gallons of effluent per day and a peak rate of 1,250 GPD based on a peak factor of 5. This rate is the proposed increase we are seeking approval for. The existing building is comprised of 23,606 SF of Warehouse/Industrial area and 6,230 SF of Office space. Per the CTDPH Public Health Code for On-site Sewage Disposal Regulations the expected daily rate for the existing building is 2983.9 GPD. With an additional 250 GPD from the proposed accessory building, the new effluent flow will be 3233.9 GPD with a peak rate of 16,169.5 GPD based on a peak factor of 5. See attached calculations. If you have any questions or require any additional information, feel free to contact me. • Regards, James Bernardino, PE Director of Engineering Date `112 o l O Page I of Project 4 9 - G `� 1Z UftLLEy r'.VC PRO o SFD 1 A-1 L y � FF �Air,L G tiIF- 4 - 3 a C1-(ApF RAGA _E.X T s 7 X/O 6-_ 13 U IL, TiU L- 2 3, G U 6 S!= W n-P F f rr 6, 2 33 S oFrrCr PD ,/� 2©o S -� � x ��G`► � ff FF 4 U E A)T 6.FA]FPA; dnl 2C to , 6 GPD_ 20Gp0/ 2®v SF 6�23. 3 Gr�,D AK Design Professionalslnc.com 0 21 Jeffrey Drive • South Windsor, Connecticut, 06074 • 860-291-8755