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Home My WebLink AboutSite w Bld PlanSEDIMENT FENCE DETAIL 1,L) DEEP 9-TST PITA.W PERS OPATIO W TESTRESj'-(LLTS DEEP TEST PITS j1 -j4 WERE WITNESSED BY DAVID COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 2-17-04. DEEP TEST PITS PA #28, #JC, j4D AND #5E WERE WITNESSED BY DAVID COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 8-6-04. PERCOLATION TEST WAS PERFORMED BY DAVID COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 8-11-04. TEST PIT # 1 LEDGE @ 30"- 48" TEST PIT #2 LEDGE @ 24 "- 30 IEST PIT #3 LEDGE @ 40"- 60" TEST PIT #4 0"- 6" TOPSOIL C- 36" BROWN SANDY LOAM J6"- 56" GREY COMPACT SANDY TILL NO GROUNDWATER, MOTTLING @ 36"7 LEDGE @ 5\56" TEST PIT # 1A 0#- 5'** TOPSOIL 5"- 35" BROWN SILTY LOAM 35"- 72" COARSE SAND AND GRAVEL NO GROUNDWATER, NO MOTTLING, NO LEDGE TEST PIT #2B 0"- 6" TOPSOIL 6"- 31 BROWN SANDY LOAM 31''- 79" GREY MEDIUM COMPACT SANDY 7ILL NO GROUNDWATER, NO MOTTLING, NO LEDGE TEST PIT #3C 7, o"- 9" TOPSOIL 9" 31" BROWN SANDY LOAM 31 "- 58" GREY MEDIUM COMPACT SAND'-' TILL NO GROUNDWATER, NO MOTTLING, LEDGE @ 58 - TEST PIT #4D 0 9" TOPSOIL 7, A" STYU DIFFUSER 4x84x27 G-ALURY CROSS SECTION tv(-77 TO SCALE REINFORCING RIDS (TYP,) I' CRUSHED STONE INGIOR GROUNDWATER' EIROCK v IV DH REC. mm, W -A N/F EDWARD MOODY, JR. & ALBA MOODY 1101UME 447 PAGE 919 ALOG"A&TION MAP` EXISTING' POLE I2'®--- AND ANC"HOR PROPOSED GRADE * WW22O REMOVE) OVE RFLow 6' TOPSOIL (MIN) D -30X MIN INV 103.25 GRADE TO PREVENT 200.o INV 103.50 OUT PONDING D BOX INV 10t 17 IN VC! INV 101.00 OU' ll- EXCAVATE S31-40 W Fl FILTER FABRIC (NDN-WDVEN) 6' x 6 TRENCH --\, FLOW x \ , X Z PIPE4PERFORATED x ,, X\l/ NN2, 7x 27" LEACHING CHAMBERNvvox -f PRECAST GALLERY SECTION) SEDIMENT FENCE DETAIL 1,L) DEEP 9-TST PITA.W PERS OPATIO W TESTRESj'-(LLTS DEEP TEST PITS j1 -j4 WERE WITNESSED BY DAVID COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 2-17-04. DEEP TEST PITS PA #28, #JC, j4D AND #5E WERE WITNESSED BY DAVID COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 8-6-04. PERCOLATION TEST WAS PERFORMED BY DAVID COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 8-11-04. TEST PIT # 1 LEDGE @ 30"- 48" TEST PIT #2 LEDGE @ 24 "- 30 IEST PIT #3 LEDGE @ 40"- 60" TEST PIT #4 0"- 6" TOPSOIL C- 36" BROWN SANDY LOAM J6"- 56" GREY COMPACT SANDY TILL NO GROUNDWATER, MOTTLING @ 36"7 LEDGE @ 5\56" TEST PIT # 1A 0#- 5'** TOPSOIL 5"- 35" BROWN SILTY LOAM 35"- 72" COARSE SAND AND GRAVEL NO GROUNDWATER, NO MOTTLING, NO LEDGE TEST PIT #2B 0"- 6" TOPSOIL 6"- 31 BROWN SANDY LOAM 31''- 79" GREY MEDIUM COMPACT SANDY 7ILL NO GROUNDWATER, NO MOTTLING, NO LEDGE TEST PIT #3C 7, o"- 9" TOPSOIL 9" 31" BROWN SANDY LOAM 31 "- 58" GREY MEDIUM COMPACT SAND'-' TILL NO GROUNDWATER, NO MOTTLING, LEDGE @ 58 - TEST PIT #4D 0 9" TOPSOIL 7, A" STYU DIFFUSER 4x84x27 G-ALURY CROSS SECTION tv(-77 TO SCALE REINFORCING RIDS (TYP,) I' CRUSHED STONE INGIOR GROUNDWATER' EIROCK v IV DH REC. mm, W -A N/F EDWARD MOODY, JR. & ALBA MOODY 1101UME 447 PAGE 919 ALOG"A&TION MAP` EXISTING' POLE AND ANC"HOR REMOVE) OVE RFLow D -30X INV 103.25 IN INV 103.50 OUT D BOX INV 10t 17 IN VC! INV 101.00 OU' ll- S31-40 W Fl 290.0$ x I I I 1 %01 L- 0 dr- j, Svc Ar IA %.1 ITL'o, L- I % wg % w ,r T Al fZ1 y) BENCH MAELECTRIC, TELEPHONE & F)ERCOLATION TEST PERCOLATION RATE @ 24" DEPTH 8.92 MiNUTESIINCH 49 t-4 "pvc ICABLETVSERVICEs=o. i o TOP OF MONUMENT ELEVATION 100.00S-A-WIT-ARY DE-9(jWCT,,--TTEP,-T-q I THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS (ASSUMED DATUM) IREVISION OF THE -TECHNICAL STANDARDS FOR SUBSURFACE SEWAGESEPTICSYSTEMSHALLCO,'FORM TO THE CURRENT EDITION 10"D (A INV I 10. 1 --t- -C) PROPOSED 4 BEDROOM HOUSE WITH A 1 CHAIR SALON HOME OCCUPATION DISPOSAL SYSTEMS" REVIS.-D JANUARY 1, 2004 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNECTICUT WITH PERFORATED PROPOSEDSANITARYDESIGNBASEDONDESIGNFLOWPER "TECHNICAL STANDARDS FOR CID cl DEPARTMENT OF PUBLIC f-S4LTH. AREA 3.8 7± ACRES lo - SUBSURFACE SEWAGE DISPOSAL SYSTEMS" SECTION V111,17.2. TABLE 7. ry - END CAP SEDIMENTTANKSHALLBESCHEDULE40PVCASTMD17851ASTM2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC T CONCRETILE FENCf- DESIGN FLOW = 600 GPD (FOR 4 BEDROOMS) + 200 GPD (SALON) = 800 GPD D 2665 OR APPROVED EQJAL AND INDICATED IN TABLE NO. 2 OF "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL TF = 100.0 MON, REC. DESIGN PERCOLATION RA.- LESS THAN 10. 1 MINUTESIINCH R 168,500± S.IL.) N2706 E/ SEWAGE APPLICATION RATE = 0.8 GPD PER SF EFFECTIVE LEACHING AREA SYSTEMS" ' ALL OTHER SEVER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4-" PVC ASTM D3034, SDR 35 WITH RUBBE -4"PVCCOMPRESSIONGASKETORBELLANDSPIGOTORAPPROVEDEQUAL. 11) v LEA AREA REQUIRED = 800 GPD + 0.8 GPD SF = 1,000 SF EFFECTIVE FOOTING3. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. ll DESIGN: 1,500 -GALLON SEPTIC TANK AND 2 ROWS (72' AND 72) TOTALING 144' 50' P# DRAIN OUTLET OF 4' WIDE, 8' LONG, 27" HIGH CONCRETE LE STEM. SHOULD ANY OFACHINGGALLERIES (TEEPEES) 4. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. BOT7 DESIGNED FOR H-20 LOADING WITH A MINIMUM OF 12" OF 1" STONE SIGNIFICANT VARIATIONS F10M THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, MOTTLING, PIPE 4`x8'*x27"HIGHSOILTYPE, ETC.), THE DBIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. SURROUNDING ALL SIDES BY SERIAL DISTRIBUTION. ELEVATIONS S=0.04 BOTTOM OF CONCRETE GALLERIES LEACHING AREA PROVIDED: 2 x 74' x 7.1 SFILF = 1,050 SF EFFECTIVE 5. ALL EXISTING UTILITIES AE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEV (,"-D-BOX p I ACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 (TEEPEES), H-20 LOADING10010.r RESERVE AREA PROVIDED PRIOR TO ANY CONSTRUCION. CONTRACTOR SHALL CONT I V 102.92 IM 4 x8 x27"HIGH. HOURS PRIOR TO ANY E44VATION. r4 0 W A q, 6. THE PROPOSED FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING SPECIFICATIONS: INV 102 75 CUT CONCRETE GALLER, ES ELEV 99.50 A N-LMU-'Al IE-, CH-TiVIC7 Sl/-5TT--.A,! SPREZAD C-qlCUl-q9-l0X A. 100% OF FILL SHALL ASS THROUGH A 3" SIEVE. (TEEPEES), H-20 LOADING B. MAXIMUM Z OF GRAVEL (BETWEEN 14 & 3- SIEVE) = 45%. ELEV 10 1.25HYDRAULICGRADIENT10.5Z I EGEA 1) C. GRADATION OF FILL WIROUT THE GRAVEL SHALL MEET THE FOLLOWING CRITERIA: DEPTH TO RESTRICTIVE LAYER (ASSUMED) = 54" SIEVE gIZE Z PASSING (WET) Z PASSING (DRY)- 50' HYDRAULIC FACTOR = 14 # 4 1007. 1007* FLOW FACTOR FOR 800 GPD, SEE DESIGN FLOW (ABOVE) = 2.67 # 10 70 - 100% 70 - 1007. r7cL, UTILITY POLEN, /r PERCOLATION FACTOR FOR 5.1-10.0 MINUTESIINCH = 1.2 # 40 10 - 50% 10 - 757. WES- 17- FARMS LAND TRUST MESS REQUIRED = 44.9, 100 0 - 207. 0 - 5% CL&P CONNECTICUT LIGHT & POWER z INC. 74' 2r, 0 - 5% 0 - 2.57. Cc 'VOLUME 258 PAGE 601MESSPROVIDEDTP#2D. *PERCENT PASSING THE #40 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE MORE OR LESS 100 SIEVE DOES NOT EXCEED 107. AND THE #200 SIEVE DOES NOT EXCEED 57.. SUR-VEY NOVES E, PERCOLATION RATE AFTR PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL TO 10.0 MINUTESIINCH. FT FEE -I REGULATIONS OF CONNECTICUT STATE AGENCIESi, THIS MAP HAS BEEN PREPARED PURSUANT TO THE n, jrAWETORDRYSIEVEANALYSISMAYBEREQUIREDPRIORTOFILLPLACEMENTTOVERIFYTHATITMEETSTHESESPECIFICATIONS. MAR 2 1 2, SECTIONS 20,-JOOb-1 THROUGH 20-JOOb-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE THE FILL SHALL BE APPR(VED BY THE UNCAS HEALTH DISTRICT OR DESIGN ENGINEER PRIOR TO ITS PLACEMENT ON SITE. REC. RECOVERED STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 7. APPROVED AGGREGATE SHkL BE STONE AGGREGATE OR OTHER PRODUCTS APPROVED BY THE COMMISSIONER OF PUBLIC ON SEPTEMBER 26, 1996. IT IS A GENERAL LOCATION AND TOPOGRAPHIC SURVEY CONFORMING TO HEALTH. STONE AGGREGAt SHALL BE BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING THE CONNECTICUT TYP, TYPICAL HORIZONTAL CLASS D AND TOPOGRAPHIC T-2 STANDARDS OF ACCURACY AS DEFINED IN THE ABOVE DEPARTMENT OF TR4NSPOlfATlON FORM 816 (OR LATEST REVISION THERETO) SPECIFICATION M.01.01 FOR NO. 4 STONE, FREE REGULATIONS. OF SILT, DIRT, OR DEBRIS, SHALL SHOW A LOSS OF ABRASION OF NOT MORE THAN 50% USING AASHTO METHOD T-96 AND PVC POLYVINYL CHLORIDE THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH, LIMITED FIELD MEASUREMENTS AND CONFORM TO THE FOLLOW#G: OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE SIEVE LZ I PASSING SF SQUARE FEET2INCA100% RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE i -k i,- 1.5 INN 90 - 100% FF FLOOROOR CA TOP P flIINGII20 - 55% 2. MAP REFERENCE: "PLAN OF PROPERTY OF JESUS AND CARMEN GONZALEZ TOWN OF MONTVILLE, 314 19H 0 - 107. CONNECTICUT SCALE: 1"--50' CHANDLER & PALMER, ENGRS. NORWICH, CONN. OCTOBER 1963- 318 InH 0 - 57. 8SMT BASEMENT PREPARED FOR 8. NO DEVIATION FROM THE PPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE UNCAS HEALTH 3 SAN. SANITARY 7- 471 e- 41, llw lv H ORIENTATION IS BASED ON MAP REFERENCEDll NORTH ED IN SURVEY NOTE 2. DISTRICT AND THE DESIGN ENGINEER. 9. THE SEPTIC TANK SHALL E PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER AND SHALL BE GRAPHIC SCALE ES 0 RZ'E 4. FOR RECORD TITLE TO THE SUBJECT PARCEL, REFERENCE IS MADE TO A DEED FROM EDWARD J. TESTED FOR WATER TIGHTP ' rSS AFTER INSTALLATION. INV. INVERT P VOLUME 434 PAGE 21 OF THE TOWN OF MONTVILLE LAND RECORDS, A OF AND 5' SURROUNDING THE PRIMARY LEACHING LANETA, SR. TO JAMES E ORZECHOWSKI & LISA M. ORZECHOWSKI RECORDED APRIL 2, 2004 IN 10 SITE PREPARATION PROCEURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. 20 10 20 40 80 -L,,TASTRIPALLTOPSOIL, VENATION AND ORGANIC MATERIAL IN THE ARE ELEV ELEVATION GALLERIES. 5. THIS PROPERTY IS LOCATED IN AN R-80 ZONING DISTRICT B. USING A HEAVY RAKE #? EQUAL, THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED SUBSOIL. PREVENT ANY VEHICULARWITH TRAFFIC, BACKHOE, TRt*S, ETC. FROM SMOOTHINGICOMPACTING THIS EXPOSED SUBSOIL. W/ ( IN FEET C. PLACE AND COMPACT ELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE 16) IN LIFTS OF NOT GREATER BUILDING SETBACK LINE I inch = 20 ft. THAN 12" IN THE ARE40F THE PROPOSED LEACHING GALLERIES UP TO AT LEAST THE ELEVATION OF THE TOP OF THE 4 1 B MA APLIALEACHINGGALLERIES. 2D. PERFORM AT LEAST 1 'ERCOLA77ON TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION RATE EQUAL TO OR FASTER 0 - - EXISTING CONI -TOUR CUTTHANTHATASINDICATESINNOTEJ6.D. IF PERCOLATION RATE IS SLOWER THAN THAT RATE, ALL FILL SHALL BE REMOVED AND 'PTO MY KNOWLEDGE AND BELIEF THIS MAP ISNTVILLE OONNECREPLACEDWITHACCEPU3LEFILLMEETINGPROPERSPECIFICATIONS, PROPOSED CONTOURSTEVENR. MARE.N, L.S. E INSTALL SEPTIC SYSTEM! PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE #7. SUBSTANTIAILL CORRECT AS NOTED HEREON. J SCALE" =20' F FEBRUAW 2005 F. COVER SYSTEM WITH AWINIMUM OF 6" OF LOAM IN LAWN AREAS, GRADE TO PREVENT PONDING AND SEED WITH GRASS"TO PERCOLATION TEST HOLE A,, "ziLANDSURVEYING - HISTORICAL LAND RECORD RESEARCH ; REVISED Piz --R CONDITIONAL APPROVAL 31 118105STABILIZE. THE FINISHO GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING GALLERIES SHALL BE AT LEAST THE SAME ELEVATION AS THE TOPOF THE RESPECTIVE LEACHING GALLERY. 74 CRANBERRY POND ROAD G. CLEANOUT MANHOLES 7 THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED RISERS AT TEST PIT 70125J- l NORWICH, CONNECTICUT 06360 1 , -Z- ---- TELEPHONE (860) 886-7902 THESE LOCATIONS /F RDUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE. 11. FOR EXACT HOUSE DIMEl"IONS, SEE BUILDING PLANS- STEV,/EN R, MARlrEN WSE Nfl- I ,, LPS'ICE DATEPROPOSE0SPOTELEA,A-r ON Y 5,,,>W, ---)j I Ohl; a Q a Q e a a la WE S -SI m) 901-,k X .%I -,L li-,i x „ ` hL s-Stma 110-ILI sm iGz SVzNO Y tYINO !0i 0 XIi1G SK'i 9vsE I -'ir x IsOh's Mo i w x N W W tt X s> E A a la WE S -SI m) 901-,k X .%I -,L li-,i x „ ` hL s-Stma 110-ILI sm iGz SVzNO Y tYINO !0i 0 XIi1G SK'i 9vsE I -'ir x IsOh's Mo