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HomeMy WebLinkAboutSite Plan/i / N EXISTING / I; WELL I I 278 I PERFORATED PVC i FDN. DRAIN I 276. / / I i I DH:: .......... FND N / F ELAINE SHELLEY TOPOROWSKI & JAMES EDWARD MOROSKY A = 06'38'50" R =560.00 T=32.52 L=64.97 C=64.93 CB=N36'02'41 "E ADDITIONAL 32' 15" RCP SUBDIVISION PLAN 20' WIDE XDRAIN AGE MENT ING) TEST PIT DATA TEST PITS WITNESSED BY RAY ANDREWS R.S. UNCAS HEALTH DISTRICT ON 1/4/99. LOT 53 TEST PITS WITNESSED BY RAY ANDREWS R.S. UNCAS HEALTH DISTRICT ON 1/4/99. TP 1A 0-86" BLACK COMPOST NO LEDGE, NO GROUNDWATER NO MOTTLING, DEPTH OF HOLE 86" TP 1B 0-12" TOPSOIL 12"-36" SUBSOIL 36"-86" GREY SANDY TILL NO LEDGE, NO GROUNDWATER NO MOTTLING, DEPTH OF HOLE 86" TP 1C 0-36" BLACK COMPOST 36"-86" SUBSOIL NO LEDGE, NO GROUNDWATER NO MOTTLING, DEPTH OF HOLE 86" TP 1D 0-25" BLACK COMPOST 25"-50" SUBSOIL 50"-70" GREY SANDY TILL NO LEDGE, NO GROUNDWATER NO MOTTLING, DEPTH OF HOLE 72" TEST PITS WITNESSED BY RAY ANDREWS R.S. UNCAS HEALTH DISTRICT ON 3/25/99. TP 1E TP 1G 0-7" TOPSOIL 0-10" TOPSOIL 7"-22" SUBSOIL 10"-38" SUBSOIL 22"-84" GRAVEL 33"-88" GRAVEL NO LEDGE, NO GROUNDWATER NO LEDGE, NO GROUNDWATER NO MOTTLING, DEPTH OF NO MOTTLING, DEPTH OF HOLE 84" HOLE 84" TP 1F TP 1H 0-8" TOPSOIL 0-4" TOPSOIL 8"-32" SUBSOIL 4"-82" SUBSOIL 32"-86" GRAVEL NO LEDGE, NO GROUNDWATER NO LEDGE, NO GROUNDWATER NO MOTTLING, DEPTH OF NO MOTTLING, DEPTH OF HOLE 84" HOLE 84" PERCOLATION TEST PRIMARY AREA PERCOLATION TEST RESERVE AREA 10/21/99 3/25/99 PERCOLATION RATE: 8 MIN./INCH PERCOLATION RATE: 5 MIN./INCH PERC HOLE DEPTH: 24" PERC HOLE DEPTH: 28" :00 1. :25 1 1/4- /4":05 :05 4 1/2" :30 2 1/4" :10 7 1/4- :35 3 3/4- :15 11" :40 5" :20 13" :45 6 1/4" :25 14 3/4" :50 7 1/2" :30 16" :55 8 1/2" :35 17 1/8" :00 9 1/2" :40 17 5/8" :05 10 1/2" :45 18 1/2- :10 11 1/2" :50 19 " :20 13 1/2" :55 19 3/4" :25 14 1/2" INSPECTION COVER/MANHOLE „ W WELL TILE 12 MAX ,.................................................... - :�:�:-�..... -:-:. 1. SET POSTS & EXCAVATE 2. STAPLE THE WIRE A 6" x 6" TRENCH. SET MESH FENCING TO INSPECTION COVER POSTS DOWNSLOPE. ANGLE END POST. MANHOLE / UP i SLOPE FOR STABILITY & SELF—CLEANING. OUTLET --_-_ - ]] INLET —� :1=:: - :-`:-` ET 12" MIN. Aft :at: l:: : - J INLET BAFFLE OUTLET .12" e BAFFLE min. - GAS - ---------- - ------ < .. DEFLECTOR A NOTE: INSTALL WELL TILE & COVER AS SHOWN. COVER TO BE .... '::::: ........ WITHIN 12" OF FINISHED GRADE :::E LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH FILTER COMPACTED FABRIC BACKFILL --- - - - SEPTIC TANK DETAIL ... == flow t .`:- .::-:-: :::::::::.:.:r::::::...`:. — APPENDIX B ....................:. ....:::::::: J ` APPROVED SEPTIC TANK OUTLET FILTERS INTERNAL OUTLET FILTERS 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH MANUFACTURER MODEL I:'--==- :-= THE WIRE FENCING & & COMPACT WITH ORENCO SYSTEMS FT0444-36 FT0854-36 EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FT1254-36 FT1554-36 THORSBY & BOWNE SANITEE TUF—TITE EF -4 FILTER FABRIC SEDIMENT BARRIER UNITED CONCRETE CO. PL122 ::' �:_`: = ZABEL A100 A1800 A300 A1801 A100—HIP A1800—HIP A300—HIP A1800—HIP 41'37'40" W :::`. :`. ?::::: N / F JOSEPHINE DORIS SMITH wWElWE STONE WALL PROPERTY LINE — — STREET PROPERTY LINE — — — — — — — EXISTING CONTOUR v PROPOSED CONTOUR APPROXIMATE DEEP TEST PIT LOCATION PER SUBDIVISION PLAN THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL BUILDING SETBACK LINE POINTS OF COURSE INDICATED APPROXIMATE PERC TEST LOCATION D© THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. DH THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF ® FND DRILL HOLE FOUND THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 01-007 4 GRAPHIC SCALE � � ate— NlwMll�t ps�M mm oom mwoww�� ( IN FEET ) 1 inch = 40 ft. LAND SURVEYING • PLANNING IETER ENGINEERING 19 M=ARY HIGHWAY ARDNER GALES FERRY, CT 06335 PH (860) 464-7455 FAX (860) 464-5028 EREEN, INC. DIETER.GARDNER@SNET.NET 0 GENERAL NOTES 1) MAP REFERENCES: A) CHARTER OAK SUBDIVISION PROPERTY OF ALEJO ORTEGA, RAYMOND HILL ROAD, MONTVILLE, CONN., SCALE 1"=40', MARCH 4, 1974, PREPARED BY BERNARD F. STONE AND ASSOCIATES, SALEM, CONN., SHEET 8 OF 11 B) FINAL PLAN PIRES SUBDIVISION SECTION I PREPARED FOR MANUEL PIRES OWNER AND DEVELOPER SIMPSON LANE MONTVILLE CONNECTICUT SHEET 1 OF 3 SCALE: 1"=100' OCTOBER 1979 PREPARED BY BERNARD F. STONE & ASSOC., INC. SALEM CONNECTICUT REVISED 10/23/79, REVISED 10/31/79, REVISED 11/13/79, REVISED 11/27/79, NOTE #12 ADDED, REVISED 11/28/79 WELL LOCATION NOTE #4 C) BOUNDARY SURVEY MAP RESUBDIVISION LOT 13 PIRES SUBDIVISION SECTION it PIRES DRIVE MONTVILLE, CONN. PREPARED FOR MANUEL PIRES OWNER & DEVELOPER SCALE 1"=100' DATE APRIL 81, REVISED 6/17/81, REVISED SEPT.21, 1981 REVISED 12/7/81 D) LOT LAYOUT PLAN SPRUCE HILL II SUBDIVISION PREPARED FOR RICHARD D. LOVE & RICHARD E. LOVE SPRUCE LANE MONTVILLE, CONNECTICUT SCALE 1"=40' DSGN/ DWN MB DATE NOVEMBER 1990, REVISIONS "A" PER COMMENTS 1-7-91 "B" PER APPROVAL 2-28-92 DWG No. 8932551 2 OF 8 S-1 JOB No. 89-3-25 TOTAL TECHNOLOGY INC CONSULTING ENGINEERS/LAND SURVEYORS 458 WILLIAMS STREET NEW LONDON, CT 06320" E) SUBDIVISION PLAN PREPARED FOR JEFFREY T. AND GWEN R. REYNOLDS, RAYMOND HILL ROAD AND LISA ROAD, MONTVILLE, CT SCALE 1"=100' DATE JULY 1994, IDENTIFICATION NUMBER 94-1447 F) MAP SHOWING PARCEL "A" TO BE CONVEYED TO LOT No. 16 FROM LOT No. 15 LOCATED IN PIRES SUBDIVISION SECTION II PIRES DR. MONTVILLE CT, 1"=100' JULY 2, 1984 PREPARED BY FRANSEN CONSULTANTS 12 CASE ST. SUITE 317 NORWICH CONN G) PLAN SHOWING PIRES SUBDIVISION PROPERTY OF EMILIA PIRES PIRES DRIVE MONTVILLE, CONNECTICUT SCALE: 1"=100' MARCH 1999 REVISED: NOVEMBER 2, 1999. 2) THIS SITE WILL BE SERVED BY ON SITE WELL 3) THE SEPTIC TANK SHALL BE EQUIPTED WITH INLET AND OUTLET BAFFLES AND A GAS DEFLECTOR AT THE OUTLET BAFFLE. 4) FILL PLACED WITHIH 15' OF THE PRIMARY LEACHING SYSTEM SHALL CLEAN SELECT FILL SUITABLE FOR SEPTIC SYSTEM DESIGN INSTALLATION. FILL SHALL BE FREE OF ORGANIC MATERIAL AND SHALL LESS THAN 5% PASSING THE #200 SIEVE. TOPSOIL IN THIS AERA SHALL BE STRIPPED AND REPLACED WITH THIS MATERIAL. 5) FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYSTEM. A RODENT PROOF COVER SHALL BE PROVIDED AT THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT". SANITARY DESIGN CRITERIA A. PROPOSED THREE BEDROOM HOME. NO TUBS GREATER THAN 100 GALLONS IN SIZE. B. 1000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED. C. DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN./IN. D_ EFFECTIVE LEACHING AREA REQUIRED PER CODE: 495 S.F. E. STONE LEACHING TRENCHES SELECTED FOR LEACHING SYSTEM DESIGN EFFECTIVE LEACHING AREA PROVIDED PER L.F. PER CODE: 3 S.F. MINIMUM LENGTH OF LIVING FILTER REQUIRED: 495 S.F./3 S.F./LF.=165' F. EFFECTIVE LEACHING AREA PROVIDED: 3 — 55' LONG TRENCHES: 3 X 55' X 3 S.F./L.F.=495 S.F. G. 100% RESERVE AREA REQUIRED AND PROVIDED. PLAN SHOWING PROPOSED I710IJSE, DRIVEWAY, AND SEWAGE DISPOSAL ON PROPERTY OF TED 1VIISIi JR_ P IRE s D RIVE MONTVILLE, CONNECTICUT SCALE: 1"=40' FEBRUARY 2001 REVISED FEBRUARY 28, 2001 WELL THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30013-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED ON A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T-2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: ND SUR QOR �T'N 1859 DATE: F BRUARY 7, 2001