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Home My WebLink AboutPlan2"X 2"X 48" WOOD POST 0 W ON CFNTF°R (MIN) INDU ', PIAL NF TTING, SNOW FENCI+ OI", WOVEN WIRE FENCE FOR SUPPORT FILTER FABRIC ilt SN I- t CSAMENOT TO SCALE LEACHING TRENCHES 12' ON CENTER I -:C*a 121 r LLA%^.*lnlll&NRC7% 4TRLvm*NUti NC_)T TO SCALE & SEED, GRADE ?EVENT PONDING R FABRIC :RFORATED PVC (HOLES DOWN) IIMUM TO LEDGE fA611NG CONTOUR O. • ACTED FLOW P ZOP05'to CONTOUlz y i BACKFILL 42" - 411r SCLC BITUMINOUS CONCIZM UP CURB BSMT &k5M' W +gip CATCH BASIN CIP CAST ILII PIPt D - BO d'. 015 1 RMLfT" box t L EV ELEVATION F*F FINtSHtD FLOOQ FT FE I`T IMV INVt2T LF LINEAR FttT MH fw"HOL - MIN ilt SN I- t CSAMENOT TO SCALE LEACHING TRENCHES 12' ON CENTER I -:C*a 121 r LLA%^.*lnlll&NRC7% 4TRLvm*NUti NC_)T TO SCALE & SEED, GRADE ?EVENT PONDING R FABRIC :RFORATED PVC (HOLES DOWN) IIMUM TO LEDGE DUE TO 015TORTION D(JONCI Q ?7'_ _V "10 ,. TH15 PRINT MAY NOT 5CALt EXACTLY. All DiMtN5V_W5 "-W" 0Vt99ULt 5CAUNG. IF THtgt ASCE ANY PI<PA,*t5, CTACT ENUNIEER. 4" SOLID PVC TO LOWER LEACHING TRENCH --� PRECAST CONCRETE DISTRIBUTION BOX OR APPROVED EQUAL 4" PERFORATED PVC INLET FROM LEACHING TRENCH vii • •� # �o+►* f*�� •lt i DO ! ♦ err # ♦ + �! ♦ ♦ i► '• •" DISTRIBUTIONouo- DOD SET .• LEVEL ON CRUSHED STONE OVERFLOW DIS"I'RhIBUMON ffE16OX NOT TO SCALE QttE Tt�`T - 211 ANQ - 220LA110N It�][.RY&,=QM DEEP TEST PIT AND PERCOLATION TtST RE LILTS TEST PITS #883 AND #84 WERE DUG ON 10--25-88 AND WITNESSED BY WENDY MIS OR CONNIE DINERMAN OF THE UNCAS HEALTH DISTRICT, TEST PITS #108 AND #109 WERE DUG ON 1-7-91 AND WITNESSED BY CONNIE DINERMAN OR RAY ANDREWS OF THE UNCAS HEALTH DISTRICT. P -4A AND P-48 WERE PERFORMED ON 5-17-91. TP X183 0" - fA611NG CONTOUR DARK BROWN TOPSOIL P ZOP05'to CONTOUlz + PROP05ED SPOT GRADE 42" - MOeE OR LE55 SCLC BITUMINOUS CONCIZM UP CURB BSMT &k5M' W +gip CATCH BASIN CIP CAST ILII PIPt D - BO d'. 015 1 RMLfT" box t L EV ELEVATION F*F FINtSHtD FLOOQ FT FE I`T IMV INVt2T LF LINEAR FttT MH fw"HOL - MIN MINIMUM P't_OP PQ0PO5f_D PVC POLYVINYL CHLORIDE. PIPE 4, SLOPE. 5AN 5AN ITAR'Y 5F SQUARE FEET TF To OF FRWE, TYP TYPICAL ♦P- 46 PE9-COLATION TEST TPOI(N Dttp TL5T PIT LocAnON ANO NUM8EI2 DUE TO 015TORTION D(JONCI Q ?7'_ _V "10 ,. TH15 PRINT MAY NOT 5CALt EXACTLY. All DiMtN5V_W5 "-W" 0Vt99ULt 5CAUNG. IF THtgt ASCE ANY PI<PA,*t5, CTACT ENUNIEER. 4" SOLID PVC TO LOWER LEACHING TRENCH --� PRECAST CONCRETE DISTRIBUTION BOX OR APPROVED EQUAL 4" PERFORATED PVC INLET FROM LEACHING TRENCH vii • •� # �o+►* f*�� •lt i DO ! ♦ err # ♦ + �! ♦ ♦ i► '• •" DISTRIBUTIONouo- DOD SET .• LEVEL ON CRUSHED STONE OVERFLOW DIS"I'RhIBUMON ffE16OX NOT TO SCALE QttE Tt�`T - 211 ANQ - 220LA110N It�][.RY&,=QM DEEP TEST PIT AND PERCOLATION TtST RE LILTS TEST PITS #883 AND #84 WERE DUG ON 10--25-88 AND WITNESSED BY WENDY MIS OR CONNIE DINERMAN OF THE UNCAS HEALTH DISTRICT, TEST PITS #108 AND #109 WERE DUG ON 1-7-91 AND WITNESSED BY CONNIE DINERMAN OR RAY ANDREWS OF THE UNCAS HEALTH DISTRICT. P -4A AND P-48 WERE PERFORMED ON 5-17-91. TP X183 0" - 6" DARK BROWN TOPSOIL 6" - 42" ORANGE BROWN EXTREMELY STONY LOAM WITH SOME GRAVEL 42" - 79" TAN MODERATELY COMPACT STONY FINE SANDY LOAM WITH GRAVEL I PFF>; RFNC'F ►F, MADF TO THF F ~► ( k.l.C1VWING, NO LEDGE, BOULDERS AT 79", NO GROUNDWATER, MOTTLING AT 37" TP #84 ►_ . 0" - 1O" DARK BROWN TOPSOIL 10" - 23" ORANGE BROWN EXTREMELY STONY SANDY LOAM WITH GRAVEL 23" - 82" TAN MODERATELY COMPACT FINE SANDY LOAM NTH SOME GRAVEL C) NO LEDGE, NO GROUNDWATER, NO MOTTLING TP 1108 0" - 12" TOPSOIL 12" - 40" LIGHT BROWN FINE SANDY LOAM 40" - 96" GREY -BROWN SAND AND GRAVEL NO LEDGE, GROUNDWATER AT 60", MOTTLING AT 40" TP 1109 0" - 12" TOPSOIL 12" - 26" LIGHT BROWN FINE SANDY LOAM 26" - 85" GREY -BROWN MEDIUM SAND AND GRAVEL HOURS PRIOR TO ANY NO LEDGE, GROUNDWATER AT 66", MOTIUNG AT 33" P -4A EXCAVATION. PERCOLATION RATE AT 26" DEPTH - 8.0 MINUTES/INCH P- 4B PERCOLATION RATE AT 27" DEPTH = 4.0 MINUTES/INCH �ANEMY Q=GN CRII:916 PROPOSED 4 f`IEDROOM HOUSE WITH 2 POTUNTIAL BEDROOMS IN UNfINISiIF`D CAPE WITH DORMER - 6 BEDROOMS DESIGN PERCOLATION RATE = 1 - 10.0 MINUTES/INCH LEACHING AREA REQUIRED = 660 SF t 2 (165) SF = 990 SF EFFECTIVE DESIGN: 2.000 GALLON SEPTIC TANK WITH 3 ROWS OF 110 LF (330 LF TOTAL) OF 18" HIGH, 3' WIDE LEACHING TRENCHES BY SERIAL DISTRIBUTION 100? RESERVE AREA PROVIDED LEACHING AREA PROVIDED: 3 x 110 LF x 3 SF/LF = 990 SF EFFECTIVE &.Aj�lh_df Im LzF JaKI A JD F kAL55) CALCULAD0 DEPTH TO RESTRICTIVE LAYER 37" HYDRAULIC GRADIENT = 10 t a HYDRAULIC FACTOR (HF) s 20 FLOW FACTOR (FF) FOR 6 BEDROOMS - 3.0 PERCOLATION RATE = 8.0 MINUTES/INCH PERCOLATION FACTOR (PF) = 1.2 MLSS = (HF) x (FF) x (PF) 72 LF LEACHING SYSTEM SPREAD PROVIDED = 110 LF w J� PVCV C5#7 TF '504.70 � INY 500.82 TF 1504.70 ?ice! 5W. 150(N) INV '500 00tW) U � INV 499.75(r`) -14 (}(t P / 1 LC,' L r / _ PROPtRTY UNE (TYP) 15Ak fTAF_Y UNt BENCH MAR K 5PME IN I Z MAPLE LL EUV 506 V (NGVD r OI QI � W '+ FFFF1i I PFF>; RFNC'F ►F, MADF TO THF F ~► ( k.l.C1VWING, ►_ . A. PLAN SET: "LOCHDALE ESTATES PROPERTY OF BERNARD BARNETT csc HAROLD D. ems '$ BATT FOR PROPERTY LOCATED AT: FORSYTH ROAD AND JEFFREY MANOR DRIVE MONTVILLE, CONNECTICUT :: r JANUARY 1992 JOB N0. 87-4-80 BY TOTAL, TECHNOLOGY, INC. REVISED 7/9/92 C) "LOT B. PLAN & PROFILE: LAYOUT - PHASE I LOCHDALE ESTATES PROPERTY OF BERNARD � x , Z <t BARNETT & HAROLD D. BATT FORSYTH ROAD AND JEFFREY MANOR DRIVE MONTVILLE, CONNECTICUT" SCALE 1"=100' DATE FEBRUARY 1993 BY TOTAL. TECHNOLOGY, INC. . ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD). ALL UTILITIES ARE APPROXIMATE, CONTRACTOR TO VERIFY ALL UTILITIES (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. 4. THIS SITE IS LOCATED IN A R-40 ZONE, S FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS. van i SITE PPEPARATION PROCEDURE FOR THE INSTALLATION OF THE NEW SEWAGE64 DISPOSAL SYSTEM: A STRIP ALL TOPSOIL. VEGETATION AND ORGANIC MATERIAL IN AREA OF 5 FEET SURROUNDING NEW PRIMARY LEACHING TRENCHES 8. PLACE AND COMPACT SUITABLE FILL MATERIAL (CLEAN BANK RUN GRAVEL) IN 12 INCH LAYERS IN THE AREA OF THE PRIMARY LEACHING TRENCHES UP TO AT LEAST THE ELEVATION OF THE TOP OF THE TRENCHES. C. SUITABLE FILL MUST HAVE A PERCOLATION RATE OF 10.0 MINUTES/INCH OR FASTER TOA P7 BE ACCEPTABLE AFTER PLACEMENT AND COMPACTION. IF FILL IS UNACCEPTABLE. IT MUST BE REMOVED AND REPLACED WITH SUITABLE FILL. 0 INSTALL SYSTEM PER PLAN. E. CO'4'R SYSTEM WITH 12 INCHES OF LOAM, GRADE TO PREVENT PONDING, AND SEED WITH GRASS TO STABILIZE. THE FINAL GRADE 15 FEET FROM THE LEACHING TRENCHES SHALL BE AT LEAST THE SAME ELEVATION AS TOP OF THE RESPECTIVE LEACHING TRENCH. F THE BLASTING OF LEDGE IS STRICTLY PROHIBITED IN AREA OF THE NEW SEPTIC SYSTEM. 7 SEPTIC SYSTEM INSTALLATION SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE "PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT" BY THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES. ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL) USED FOR THE SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE "TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS". 8. PROPOSED HOUSE SEWER SHALL BE CAST IRON PIPE OR APPROVED EQUAL, ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM D3033 OR D3034 WITH RUBBER COMPRESSION GASKET BELL AND SPIGOT OR APPROVED EQUAL. v 9 NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR"; z a' APPROVAL FROM THE UNCAS HEALTH DISTRICT AND DESIGN ENGINEER." `. A F�FF�71 ■ - Fl�i�l� wo 5UILDTNQ 5tT6ACK uNt �� rJ ` D -BOX r / I r PROP SEDIME� FE INV 521.47 IN / f` +��------+++ 0 N 521.30 OUT_ V1 1 f + a Icy 521.E ----- _ + +f f D - 7 I IYA N NV 521.47 OUT V '518.8 f + + IN 7t) 0137 OVERFLOW ' D -BOX \ 1 6 ig ( J r , ff ff tf j` Q ' VJ '1`�) ITV 523.50 IN - ' INV 523-67 OUT50, J 11" SOLID PVCj d U• f fAff C� f TP�i09 ! AR \ b Cv `J J PROP G , r I C, 4• c', - h WELL, tp -4Mb f20 °t SPS',4" 4 SO S� CIPr - r D- BOX PVC ' r INV 523. 167iN / PROPOSED / 4 INV 523.50 OUT - C 4 FOOTING f 46a t / DRAIN y p ROP 2�t�� s r t G, � GG ALTA NSEPTIC TANK \ \ ..I&Ok OVERFLOW INV 524 75 IN / 312 f r .214 D BOX INV 524.50 OUT f / , 521 3o IN 4 " SQ \ \ INV 523.50 IN / (Ji' py0�I1 `t INV 523.67 OUT 00 ' / o GRADE TO ,r t 1 r > J N A ' J .'Pft DRAIN ` l PO i Tr 512W Pvc D m "506.93 -- / 110 j *06,V - - - - _ - - - - - '5213 5�W ` PROPOSED 4" PVC F007ING / k7 5,200 MH P D AIN OUT PIPE 00 r / / lu 40 41 CSs6f3a- TF 512.83 IMI 500.71(N) INV 507.00(W) INV '507.00(!!_) , INV 508.25(PROP) n bib' 20 0 20 `° 60 THI5 MSP 15 COMPILED FROM OTHER MAP5, DEE- DIMEN51ON5 AND OTH �R 5OURCE5 OF IN FORMATION, NOT TO 5F. CON5TRUED GRAPHIC SCALE IN FEET Ars AN ACCURATE 5URVEY AND 5UW P CT TO FINAL CHAN 5 (CHECK EIMR; USING) k5 A PORE ACCURATE 5URVEY MAY 0I5CL05E. OC i005 T Ak- Tf Y 1 Those co -Ito" or* + ty of thr E - on4 have . specWf salty pl,-�,~ed fco- the cvaev" of tom. P"-tm at t*vs ; cod are mot to be cb�tCa ted or u%vd in part or +rhoie for nny othwr purpose, project, locates►+► or owner onthout the expressed written co"s*,mt o'r t+tir Eo rer. OF Z_ I JOP NO, 4 .4 OF Z_ I JOP NO, 4 OF Z_ I JOP NO,