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Home My WebLink AboutDrain Layers Permit 20 Robert Drive 750056 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LAYER PERMIT DATE: 09/27/07 GIS ID: 76500020 x FEE: 60.00 MUNIS APPLICATION# 200701565 „`' ;.v.4 EXPIRATION DATE: 10/27/07 APPLICANT . y> ,:•:•r- is : : :.. :.: . >. . OCATION NAME: SKIPS SEPTIC iI S 'w<':'Z' 'R6BEkT DRIVE ADDRESS: 27 MUDDY BROOK RC;�t?� ;.. PJERPXTRICIAAMADOTT ELLINGTON CT 0602 '.":: kr...: > .g ".:!.:.r<:.:;:..,:<::< . . :yy' ::, iCkI]EY HWY ;>> ,,, IC)Ni CT'�6076 PHONE - 860 8 - WORK DESCRIPTION: NEW h,.::.!.:�.'�'l..i:.3"/.).'•�.:F:':3". Z.:: .2' E THE DRAIN LAYER ASSIGNED TO THIS T� RMIT-1491iA<:U�Y I I1V. F-- 1-Y.---tHB ST t"E AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET FORTFI IN„T 3 fiTAG „ ,'f` €#I N.S'.y Lt�VQ %SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDARDS;kab THAT ACHED CONDITIONS. .:: ISSUED BY DATE 1T ED INSPECTED BY 9/27/2007 1:56 PM if � r TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO. CONTRACTOR: LOCATION: - TYPE OF WORK: DATE INSP NEEDED: DATE INSP: /a z o INSPECTED BY:. WORK IN PROGRESS: C�..�,��, cla. w F goo AS-BUILT: INPUT; DATE:__ 10 W/2007 Town of South Windsor INPSECTION REPORT 07 Perm, 'Z5O06 APPLICATION FOR DRAIN LAYER PERMIT TOWN OF SOUTH WINDSOR 4PP/ and of s 6' PUBLIC WORKS DEPARTMENT TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT FEE $60.00 Location of proposed work: od � ��T Lot # Street No. Street Name Premises owned by: �YL Sy°A/jq Name of Firm: SkCPS' 6PVC- Phone: Address of Firm: ` Q• 80 x '-IU 07a AJ TYPE OF WORK: Lay House Drain Repair House Drain ; Lay Main ; Lay Lateral for Commercial/Industrial Building of acres Connection will be made with /, �"�.L 375' C-(.?ao Pk-770d c,�r7}tenl 2S dF G/ELL Existing Water Supply: Public Water Well f£it Proposed Start Date oc-�r Estimated time for completion ALL WORK TO BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR STANDARDS, ALL OSHA REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT Permit is to be issued to Gv44-ke/e., the holder of Drain Layer's License No. -2-o 179 2.5" . Only holders of P-1, P-7 or W-9 licenses will be issued a permit. PERMIT WILL EXPIRE THIRTY(30) DAYS AFTER DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms and conditions set forth in the permit and attached thereto. Applicant has received Town Street Excavation Permit No. and/or ConnDOT Permit No. CBYD No. <50023-70_306W LAJ t ( Print Name: L/<)14 4-�&C co (�D t grain Layer �+3 o a -_ h ION FOR DRAIN LAYERS PERMIT.doc TOWN OF SOUTH ANDSOR SANITARY SEWER i LATERAL - FIELD LOCATION DATE OF CONSTRUCTION: BUILDING ADDRESS - STREET SUBDIVISION: - NORTH ARROW 4_t q4 �v ; f CONT CTOR (PRINT) NA11COMSUPER\ASORF (PRINT)_ . ) � 7� l STREET ADDRESS _ SIG RE n 1 d DATE TOWN STATE ZIP INSPECTED BY TOWN _ DATE TELEPHONE.NUMBER WHITE TOWN PINK — CONTRACTOR YELLOW — CONSULTING ENGINEER / DEVELOPER w� STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH May 1, 2003 Jeffrey Polhemus, RS Eastern Highlands Health District 1712 Main Street Coventry,CT 06238 RE: Installation of Public Sewer Lines-and Connections within 25 feet of A Private Water Supply;x,t-ell Dear Mr. Polhemus: The purpose of this letter is to provide recommendations when a public sewer main or sewer connection is being proposed at a location within 25 feet of a private water supply well. Based on plans submitted to our office for review,there are approximately a dozen locations such as this identified in the Coventry Lake Sewer Expansion Project(Contract#1). During a recent conversation at your office, it was indicated that some of the work has already been performed at several of these locations without formal review or approval from your office. The sewer expansion project plans were prepared by Fuss& O'Neill, Inc. As you are aware,the Technical Standards in the CT Public Health Code(Tables 2-A and 2-13)state that no public sewer main or sewer connection shall be closer than 25 feet to a private water supply well. This program recognizes that there may be instances,such as existing lake-area developments,where it is not possible to provide the specified separation due to the lot layouts and existing well locations. In these cases our office has supported local health departments granting exceptions if special precautions are taken and it is determined the exceptions are unlikely to pollute the wells. In the case of the Coventry Sewer Expansion Project,it has become evident that maintaining the minimum 25-foot separating distance at several locations is not possible due to existing site conditions. It is our opinion that the sewer expansion project will significantly improve the groundwater quality in the area by eliminating the use of antiquated, undersized and failing subsurface sewage disposal systems. As such, exceptions to the 25-foot separation distance may be warranted. However, our program recommends the following: I. No exception to the 25.-separation requirement shall be granted until the exact location of the existing well on the property is determined and then ascertained that there is no possible alignment of the sewer line or connection lateral which would provide the 25-foot separation distance. 2. When encroachment is necessary, a plan showing the well location and sewer line shall be submitted to the Eastern Highlands Health District(EHHD) with a written summary explaining why the request for the exception is necessary. Plans shall also include the type of piping and joint connections to be installed, and the pressure testing methods that shall be performed, Any other precautions, such as sleeving the sewer lines, must be detailed on the plans. Phone: --- _(860)509-7296 Telephone Device for the Deaf (860)509-7191 410 Capitol Avenue-Ms# 51-SEW PD.Box 340309 Hartford,CT 06134 .4171rmative Action lAn Equal 0pporrunity 8mp]vyer ZO'd SS:ST ZOOZ 6Z bnd 8Z2Z60S098:XPJ 'ID 40 91PIS 3. Approval of the public sewer mains and sewer connections sliall also be obtained from the Coventry Water Pollution Control Authority. Once the items above have been complied with and its determined that any exceptions are unlikely to Pollute the wells, this programs recommends that the following conditions are stipulated: 1. All sewer mains and sewer connections within 75 feet of a private water supply well should be inspected and approved by the EH14D prior to backfilling. AWWA C-900 piping should be used and backfilled with non-free draining material at locations less than 25 feet to a private water supply welt, 2. Pressure testing results of the Piping should he fon,arded-to the 1✓ 3. Final as-built drawings of the sewer main and lateral connection locations should be submitted to the EHRD. Each location requiring an exception to the minimum 25-foot separation distance must be reviewed and approved on an individual basis. The sewer pipe and/or sewer connection lateral is to be far removed from the well as physically possible,and within reason. This program is available to provide further guidance on specific exception requests. If you have any additional questions,please fell free to contact us. Sincerely, Sean Merrigan Sanitary Engineer III Environmental Engineering Section cc: Robert Miller, DOH—.Eastern Highlands Health District, 4 South Eagleville Road, Mansfield 06268 Martin D. Anderson,PE-Fuss&O'Neill Inc, 146 Hartford Road,Manchester 06040-5992 SO'd SS:SI ZOOZ 6Z 6nd 812Z60S098:xpj 'I0 40 @IPTS