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Home My WebLink AboutSeptic Repair 446 Niederwerfer Road FORM#2 State of Connecticut Department of Public Health APPLICATION NU. INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM Owner Location J(Yl N f 6OkU�w mac✓ PERCOLATION TESTS:(Record all Tests) SOIL MOISTURE: (Date) (high,med.,low,etc.) Vtac/h-f- flrC f0 TEST READINGS . .HOLE HOLE - HOLE HOLE - une ea g Reading Time Reading Time Reading -7// Y TABULATION OF TEST RESULTS Hole Location Depth Presoak Time Percolation Rate Lft-,CK OBSERVATION PITS:(Record all pits) Groundwater Table (Date) (Near max.,Belo►max:,etc.).. SOIL DESCRIPTIONS PIT PIT . PIT PIT 77 TABULATION OF TEST RESULTS Pit Location Depth Ledge Ground Water Mottling 1/1/00 49 FORM#2 Con'd State of Connecticut Department.of Public Health Investigation for Sewage Disposal System r to 2 6v LOCATION DRAWING SPECIAL CONDITIONS CONCLUSIONS System design larger than 2,000 g p.d Suitable for sewage disposal Water supply watershed Possible seasonal high groundwater Unsuitable.for sewage Watercourse,marsh or pond g ° Possible seasonal flooding _` — Additional investigation required Limited suitable area Excessive Slope(over 25%) 104 Retest during wet season Marginal soil(30-60mins/inch) Shallow ledge_(less than 5 fl.) / Monitor groundwater duu wet season Underlying tight soil(less than 4 ft.) Other Engineer's plan required - DESIGN RECOMMENDATIONS Y 13dk S' 1� !�! Cal, hie- wo-1 yer( Investigated by Title Confirmed/witnessed by Title Comments: 1/l/00 IX-► Itch Two 102'by 12"by 34"Infiltrator trenches with 3.7 ef&466 sq'per linear foot Required sq'for three bedroom home with perc.rate of 30 mutes per inch is 750 sq' -MLSS=PF(2.0)*FF(1.5)*B F{56xslope is 29/o)=.6r"ii nimum system spread Restrictive layer 24" Bottom of leaching trenches to �=dyer than 0.5'into existing grade ' TP 2 O perc.test TP 1 t$ A to Perc test pit 1035' B to Perc test pit 82.25' OV O y O 15' �rn B a UtsE � BM ele.4.i3'(concrete stair landing fiom beck) (y, Sewer drain from house flow line ele.4.71' invert inlet 5.03' �� invert outlet 5.28' 50 perc test grade elevation 5.6' TP 1 elevation 5.25'at grade TP 2 elevation 6.0'at grade top of infiltrators 4.75' . bottom oftrench 5.75' i i Concrete Products of Connecticut, Inc PO Bog 190 N. Windham,CT 06256 (860) 423-4144 Date:June 12,2007 To whom it may concern: This letter is to certify that Concrete Products of CT,Inc.performed a water pressure test on the 1000 gallon Pump Chamber tank that was delivered to 446 Meiderweifer Road S. Windsor,CT. This test was m accordance to the CT health code adopting the ASTM C- 1227, section 9.2.2. The liquid level in the tank that was filled with water for more than 24 hours,was measured and monitored for 1 hour.There was no change observed. g contractor: e fer Warn oncrete Pr s of CT.,Inc TOWN OF SOUTH WINDSOR HEALTH DEPARTMENT Application for permit to install a new/repair subsurface sewage disposal system. To the Health Department, Town of South Windsor. Fee Paid *tQ.v, C4&P- Date &Ak( Permit Number 2001 006 y(f As a subsurface sewage disposal system installer licensed in the State of Connecticut, I BVI NJ 5'I PULE OP77 F=ol2P6T LkVJV L SW-ta-��%, e M-%97 52-7 A Name, Address, Telephone Number, License Number hereby apply for a permit to construct/repair a subsurface sewage disposal system located at and owned by "robA c3MW169 Street, ' `A�.dddress, Lot Number Name Address Information to be supplied by Applicar t: Type of dwelling W-�SIpEA411 6I GI- ft If non-residential, estimated daily flow Residential,commercial,Etc. Number of bedrooms 3 Size of lot Number of fixtures above basement _eJE_VEJ1t Tubs,Sinks,Toilets,Etc. Number of fixtures in basement, if any mama-( �ow� :2_ED Mo Ps�g�p Pumped or gravity flow, Type of water supply If private, type of well Public-Private Information to be supplied by Health Department: Soil type at various levels Percolation rate '30 r-A►" /rnrGtr+ . Square feet of effective leaching area required '750 nat gR Size of septic tank 1000 Type of system I 0 LTRPaof!- `Metl tiES Trenches,Drywel Is,Etc. Number of dry wells, trenches, etc..a)i, Ina" IOrG. Distance between individual leaching units. Distance from well on same property 751- on adjoining property Curtain drain required 1442 Yes,No Height of system above ground water t�3 maximum ground water ledge '14 A, , impervious soil layer NSA If automatic closing is required,description A PLOT PLAN INDICATING LOCATION OF PROPOSED STRUCTURE, WATER SUPPLY, SEPTIC SYSTEM, EM- BANKMENTS, WATERCOURSES, PROPERTY LINES AND ALSO INDICATING EXISTING AND PROPOSED FINISHED GRADES MUST BE SUBMITTED BEFORE THIS PERMIT CAN BE ISSUED. THIS PERMIT IS NOT TRANSFERRABLE FROM PERSON TO PERSON OR FROM PLACE TO PLACE. NO PART OF THE SYSTEM SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE SANITARIAN. SPECIFICATION AND REQUIREMENTS AS STATED IN THIS PERMIT MUST BE MET AND ANY CHANGES MUST BE APPROVED BY THE TOWN SANITARIAN BEFORE FINAL APPROVAL WILL BE GIVEN. THIS PERMIT SHALL NOT BE CONSTRUED AS PERMISSION TO CREATE A NUISANCE CONDITION NOR IS THIS SYSTEM GUARANTEED T E HEALTH DEPARTMENT. Permit Received by Date �`� 00107 S at re ppli &licen76 se Number For Office Use Only Permit issued by Date System installed by Final Inspection Approval Date o /^C.\Stet)u1e Inc. General Contracting Site Development Construction Management Septic Installation and Repair Brian Stepule President ofc.860-633-7096 327 Forest Lane,Glastonbury,CT 06033 E-mail stepbuild@cox.net newhomelic#1845 septicinstallerlic#0005971 homeimplic#548350 To: Tom Grenier 446Niederwerfer Rd., So. Windsor 256-7954, 648-9079 Soil tests done with Bob Deptula, 644-2511 ex. 248, in March 2007 show no ledge, and mottling at 24", and perc. test rate of 30 minutes per inch. For a three bed- room house at this rate 750 sq. 'of leaching is required. MLSS = 168'=FF 1.5 x PF 2.9 x BF 56 (slope 2%) because of reverse grade, we will need to raise the sewer pipe through the side wall of the foundation to facilitate proper pitch and connect to the new 1000 gallon concrete tank. Then we will replace the existing downstairs toilet with an injector tank/toilet of which will also handle the sink drain. Plumb the new fixtures up and over into the new sewer line, (this drain will be visible up the bathroom wall and across the unfinished ceiling.). The leaching field requirements are strip topsoil, fill with select septic fill, lay two 102'rows of 48" by 34" by 12" standard infiltrators with 1 1/4" washed septic stone placed on top covered with 48" filter fabric to complete the field. Bottom of trenches no deeper than .5' into existing grade. Redistribute topsoil re- claimed during the stripping process. Bob rescinded the need for an engineer if a suit- able design can be submitted by a licensed installer. Thank you, Brian Stepule n9 ,•tom Two 102'by 12"by 34"Infiltrator trenches with 3.7 effective sq'per linear foot Required sq'for three bedroom home with perc.rate of 30, Minutes per inch is 750 sq' MLSS=PF(2.0)*FF(1.5)*HF(56xslope is 29/e) , , mmimum system spread Restrictive layer M' Bottom of leaching trenches to =deeper than ON into existing grade ' TP 2 O perc.test TP 1 ' A to Perc test pit 103.5' B to Perc test pit 82.25' O' O 15' B A B BM ele.4.13'(concrete stair landing from deck) Sewer drain from house flow line ele.4.71' invert inlet 5.03' invert outlet 5.28' perc test grade elevation 5.6' TP 1 elevation 5.25'at grade TP 2 elevation 6.0'at grade top of infiltrators 4.75' . bottom of trench 5.75' ;ih' V� / J- J, of� _ _� . _ ��i'�� `�,� � _- - - - _ ��2) 1 � � ��_�'�-ate _ - _______. _ _ - MOWN sf,t� F Taizow aps-ou& Vzola-40t 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 soa•co AREA CODE 203/644-2511 November 14, 1991 To Whom It May Concern: This letter is written at the request of Georgianne Killeen of 446 Niederwerfer Road, South Windsor, Connecticut. At the request of a licensed septic system installer, this Department met with said installer on 1118191 at 446 Niederwerfer Road, South Windsor for the purpose of observation pits and perco la t ion testing at the property. Also present was the property owner, Georgianne Killeen, as well as Ralph C. Miller and Anthony Damiano. No system fa i lure (ie: surfacing on the ground) was observed at this time. The inlet of the septic tank was exposed. The tank was approximately half full. It was reported that the tank had been pumped on 1114191. It was also reported to this Department that two septic tank cleaners had stated that when the tank was pumped, effluent from the leaching trenches flowed back into the septic tank. The installer exposed the distribution box which was not full at that time. Two pipes exited the box. The installer also exposed one area of leaching trench. The stone at the top of this trench was darkened indicating usage at this elevation. The subsoil at the distribution box and trench area was of poor quality. This may or may not be representative of the soil in the entire leaching area. An observation pit was dug to the rear of the property, approximately 120 feet from the house. The soil in this pit appeared capable of accepting a septic system. When this system fails, additional observation pits and percolation testing will be required before a repair can be initiated. An engineered design and/or an elevated system may or may not be required depending on the results of the above activities. Very truly yours, t Robert DeprLf7a, RS Environmental Health Officer RD:jh