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HomeMy WebLinkAboutSite PlanU 0 P 1-250 &A N V_1uT 001, INV V40.5 #2 FOOTING 17),R'AIN..; ACCESS COVER / PROP. FINISHED GRAiDE INLET FILTER BAFFLE its INLET — I SEE LOT 5 SITE PLAN FOR OFF-SITE �RAINAGE 1MFROVD-IENTS 11" THK. LAYER4" GRUSH STONE LEVEL GOURSE wmb� 1](5,11) C,,E3-1 (7"rFE TF -125.00 IN\/= 11 0 NEVA I=A LM D--BUA N07 70 -SCA' 5 ,Z 10'-61 x 5'-8"W I FN('�TH NOT GRFATFR THAN 4 TIMFS WIDTH OR DEPTH +,.j 5 1/ f X/ Z, 41N. DIA y COVER.� 77777iJ LOT 13-002 BULK ZONING DATA MZP-160 MnRSHM PIR47rECTION DISTRICT TORN OF MONTVILLE, CONN. ITEM REOUIRED FROP05ED Uee 51NOLE FAMILY 51INISLE FAMILY MIK LOT AREA 160POO sp 160,000 +/- SF AVG. LOT FRONTASE 200 FEET f1m MIN. FRONT YARD -m FEET ash f1ml MIN. SIDE "(ARD So FEET 54.5 I=FFY (YEST) MIK REAR YARD F=T' 4'mh ftml KATER SERVICE PRIVATE YELL. SANITARY 5EveR INDIVIDUAL O"M WMWACE 5EKA6E D15FOSAL 5Y5TEM GENERAL NOTES I) THIS PARCEL 15 A BUILDING LOT AS 5HONN ON THE PLAN TITLED; "PLAN SHOKNCv SUC1HO1<I/MAyNARZ> SUBDIVISION PROPERTY- OF FRANCES HUDYMA, I EFFINSINELL ROAD AND NOBLE HILL ROAD, MONTVILLE 0ONNECTICII)T; 50ALE I "=100' DATED FEBRUARY :2001 AND PZV15W JUNE :25, 2001 AS PREPARED BY DIETER,6ARX>NER 4 tqERF..EN, INC., 141 MILITARY HI Y, CSIALF-5 FERRY, CONNECTICUT 06355. :2) PARCEL TOPOGRAPHY SHOWN HEREON AAS TAKEN FROM THE PLAN REFERENCED IN NOTE I ABOVE, AND KJ5T BE VERIFIED BY THE CONTRACTOR PRIOR To COMMENCING ANY 51TE]IINORK, EXCAVATION, ETC. 5) TEST PIT DATA SHOWN HEREON WAS, TAKEN FROM PLAN IN NOTE #1 ABOVE. THE TEST PITS YORE EXCAVATED AND LOGGED BY OTHERS. THE DE -SIGN ENGINEER MAKES NO REPRESENTATION OR (9UARANTEE To THE ACCURACY OF THE ZEST PIT DESCRIPTIONS. NEW TEST HOLES SHOULD BE EXCAVATED IN THE AREA OF THE NEW LEACHING, SYSTEM TO VERIFIY SOIL CONDITIONS PRIOR To 145TALLING, THE LEACHING, FIELD OR ANY OTHER SYSTEM COMPONENT. 4) CONTRZACTOR, SHALL RELOCATE 5ENCHMARK AS NECE55ARY SANITARY SYSTEM NOTES 1,) ALL UTILITIES 5HOM OR REEFE WJRW To IN TH15 PLAN ARE APPROXIMATE AND MUST BE VERIFIED By THE CONTRACTOR MOR TO ANY 51TE CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU VIGu AT I_800_922_4455 AT LEAST THREE (5) BUSINESS DAYS PRIOR TO ANY EXCAVATION. 2.) TIE CONTRACTORSHALL STRIP ALL TOPSOIL TO S'SEYONP THE LIMITS OF ANY -ILLINS, FOR THE PROP05ED SYSTEM. THE STRIPPED TOPSOIL SHALL BE STOCKPILED ON-SITE, IN AN AREA NOT IN NAY OF CONSTRUCTION. PRIOR TO RE-U5E OF TOPSOIL, IT 15 RECOMMENDED TO SCREEN THE TOPSOIL FOR REDISTRIBUTION. SECURE ALL NECESSARY PERMITS FOR SCREENING A6 REOUIRZD. THE TOE OF THE STOCKPILE SHALL BE PROTECTED FROM IA ER05IOWSE!DIMENTATION BY INSTALLING A ROW OF STAKED HAYBALE5 OR AN APPROVED SEDIMENT FENCE ALL AROUND THE BASE OF THE 5TOCK- PILE. THE CONTRACTOR SHALL SEW THE STOCKPILE WITH RYE GRASS OR EQUAL IF IT 15 70 BE LEFT FOR A PERIOD EXCEEvINe, 120 DAYS. Z 5) 7HE BOTTOM OF THE LEACHING FIELD EXCAVATION SHALL BE LEVEL, SCAR- IFIED AND PREPARED �W IN ACCORDANCE NITH THE "CONNECTICUT PUBLIC HEALTH COPE, REGULATIONS 4 TECHNICAL 5TANDARDS FOR 5U55UIIQ-FAcE SEI NAC r 15POSAL SYSTEMS, `Y`5TEMS, LATEST REVISION, YAH jCH SHALL BE > A PART OF THIS PLAN. 4) NOT LATER THAN TWO (2) DAYS AFTER INSTALLATION OF LEACHING, SYSTEM Z I N/6 P' HAS BEEN INSPECTED AND APPROVED BY THE LOCAL SANITARIAN, THE CON- TRACTOR SHALL BACKFILL THE SYSTEM AS 5HO)NN ON THE PLAN. 5) CONTRACTOR SHALL REDISTRIBUTE THE TOPSOIL TO A MINIMUM DEPTH OF FOUR (4) INCHES, GRADE THE FINISHED SURFACES To DRAIN AND To PREVENT V�05ION/5EDIMENTATION AND PONDING, &J T -E AREA OF SITE DISTURBANCE IS APPRO>0MA, ELY 4"C)C THE A CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIOW-5 TO PREVENT 501L ` \ -' EROSION AND/OR SEDIMENTATION FROM THE EXPOSW r -X(:,A\ IATION. AS 001 \-SEE PLAN FOR LOT 13-003 6ZH, THE CONTRACTOR SHALL USE THE "STATE OF CONNECTICUT &UIDE- Z \7 LINES FOR 501L EROSION AND SEDIMENT CONTROL" LATEST REVISION, AS FOR WORK ON ADJACENT LOT v A GUIDE FOR METHODS OF 501L L055 PREVENTION, NHICH SHALL BE A DAFT OF THIS PLAN. -7) T -E CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON ANY DISCOVERY OF 51TE CONDITIONS NOT ADDRESSED By THIS PLAN. THE CON_ LAN WITHOUT THE MITTEN PEIR- TRACTOR SHALL NOT DEVIATE FROM TH15 F MISSION OF THE ENGINEER AND THE LOCAL SANITARIAN. 'r -E SEPTIC TANK SHALL BE PRECAST CONCRETE, AATERPIROOF CONSTRUICT_ ION, 1000 GALLON OAPACITY AND ANCHORED AS 1NECE55AP,`Y` PREVENT 5U0 -r -ANC, -T-, kNH1=-fRF_ ADPL ICABLE. THE TANK SHALL BE BET LEVEL ON A 6" THICK LEVELING, COURSE OF 5/411 F3RO<F_N STONE, OR AFIFROVEI:;> EGUAL. J ALL ROOF= DRAINAGE SHALL BE DIRECTED AYiA*,r FROM THE FROP05ED LEACHING FIELD WITH A MINIMUM SEPARATING, DISTANCE OF -'^EN7`r-FINE (25) FEET. 10.) TiE HOUSE SEWER LINE FROM THE FOUNDATION TO THE SEPTIC, TANK MAY 5 Ic EITHER 4" PIA. CAST IRON PIPE, CONFORMING, To ASTM A74, OR 411 PVC L PM CONFORMING, TO A5TM 1755 SCH 40, OR APPROVED EGUAL, THIS PIPE 'Z LL BE ASOLIV, TIGHT--r-ITTINIS PIPE WITH A MINIMUM GRAVITY SLOPE Ot- 1/4" PER FOOT LAID TRUE WITH No LOW POINTS OR "BELLIES". Z Z ICER TO THE ARCHITECTURAL PLANS (BY OTHERS) FOR R E XACT BUILDING, FOOTPRINT CONFIGURATION, SIZE AND LAYOUT. 12) ALL P15TUR5W AREAS NOT COVERED BY PRIVENAY5, BUILDING,5 OR AALKS 54ALL BE PLANTED NITH 4" MIN. TOPSOIL, LIMED, FERTILIZED, 'DED AND MULCHED FOR A LANN. LEGEND rNAL GRADED SURFACE 51f DIRECT DRAINAGE AMAY FROM THE LEACHINI5I SYSTEM. - 1 (HORZVERTIOAL)., FINAL CARAVES SHALL NOT EXCEED :2. EXISTING CONTOUR 15) IF ANY f'21LL 15 TO BE U5EI;) AROUND THE SYSTEM, IT SHALL BE AN APPROVED 5ELECT BACKFILL -:5ANt7 4 (SRA\�EL CoNr-OWI To T. z PROPOSED FINISH GRADE N6 ;5E(; 154 CONTOUR VIIIA) OF THE CT. PUBLIC HEALTH CODE TECHNICAL STANDARDS LATEST EDITION; AS FOI-LOY45: 'X. PROPOSED SPOT GRADE A. FILL SHALL NOT CONTAIN MATERIAL LARGER THAN 2. 0 5 UP TO 46% OF THE DRY reIgsHT OF THE RE,- M5ENTATIVE SAMPLE Z, M44y BE RETAINED ON THE #45 SIEVE (67RAVEL PORTION OF SAMPLE-) BUILDING SETBACK LIMITS G. MATERIAL THAT PA95E5 THE #4 SIEVE 15 RE -WEIGHED, AND THE GRADATION ANALYSIS STARTED. USO7 LOT LINE LIMITS D, THE REMAINW-7SAMPLE SHALL MEET THE FOLLOWING CRITERIA: 51EVE SIZE PERCENT PASSING #4 ................................................ PROPOSED PAVED DRIVE -NAY 100% #10 ................................................ 'ZI #40 ................................................ %- 10096 10%-50% #100 ................................................ (-UN I (Nuuu LINE OF STAKED #200 ................................................ O%_5% HAYBALE ER05ION CONTROL 0 UTLET FLAGGED WETLAND LIMITS 14.) THIS RESERVE SYSTEM 5+ALL BE A 51MILAR GRAVITY FED INFILTRATOR SYSTEM. WF#38 WF#39 0, T 002,, ­ DESIGN ELEVATIONS z 7 TP 15d THE MIN. COVER REOUIRED OWER THE INFII TRA-rrjRe, SHALL BE I2" NO \-6" THK. LAYER BOTTOM 3/4" CRUSH STONE 5E1=71C, TANK INV OUT +140.55 LEVELING COURSE FlNie+iED GRADE OVER SYSTEM VARIES 1. EXTERIOR OF TANK & ALL SEAMS TO BE COATED WITH WATERPROOFING D. BOX ROPN "Au INV IN +140.77 2. TANK SHALL BE ANCHORED ADEQUATELY AGAINST BUOYANCY. D. BOX ROY'' ''A" INVERT OUT +140.60 INV IN ROW "A" INFILTRATORS +14056 12 50 G' AALLON SEPTIC TANK DETAIL TOP OF ROW "A" INFILTRATORS +141.00 • 50770M OF RCIIN "A" INFiLTRATOR5 +159.67 D. BOX RIOYN le" 1w IN +156.77 D. BOX ROYN efl INVERT OUT +156.60 INV IN ROM "B" IAIF II.-TRATOR-5 +156.55 CONNECTICUT TRENCH DESIGN IOP OF R10yi Ile" INFILTRATORS +134T.00 I-II &H CAPACIT"Y' 51=)EJAIIINIJERO CHAM5ER W770M OF RON "5" INFILTRATORS +157.67 I;,. BOX Royi "C" INV IN +154.11 CHAMBERS AT q' o.c. PROP. 4" MIN. THK. D. BOX ROW "C" INVERT OUT +154.60 6,RAL-;>ED TOPSOIL, LIME, INV` IN ROW "C" INFILTRATORS +154.56 FERTILIZE, SEED MULCH IOP OF RDW "r," INFILTRATORS +155.00 507TOM Of": ROYi "C" INFILTRATORS +155.6-1 ASSUMED HI&H SEASONAL 6A.T. WA 12" Minimum 5ar,�,-Ffll LEDGE ELEVATION WA 20' BOTTOM OF TRENCH ELEV. 54-1 Standard S1deYNinder�HD Chambers 1 Ib" ABOVE MOTTLING 4e5" ABOVE LEDGE W A 14 Absorption Area 5_`�f Ft/Lf A/ Select backfill 11" Invert Center to renter Spacing = 11 Fort INFILTRATOR°TRENCH DETAIL HI -CAPACITY SIDEWINDER NOT TO SCALE NOTE: Failure to install acr-ordinc3 to manufacturers current Installation manual will void all warranties. INFI LTRATOR'R CHAMBER DETAIL N07 70 SCA L-5 Z Z OUTLET FILTER TEST PIT TRAFFIC OR MML LOADIN(5 SHALL BE PERMITTED OVER THE LEACHINGS, SYSTEM BAFFLE ITEM ELEVATION _-PTH LLJ _j 15T FLOOR HOUSE +155.00 ,CT 10 N EXISTING BRUSH/TREE LINE 16d AiMA FOR STRIPPING, AND FILLING SHALL EXTEND A MINIMUM OF 5 FEE I 0 B5MT. FLOOR HOUSE +144.00 THE EDGE OF THE SYSTEM COMPONENTS OR FILL OR AS REQUIRED BASED 0 INV. FOOTING DR -AIN +142.00 CAPACITY ~ GARAGE SLAB ELEV. +145.50 5UILDIN& 5ENER INV +142.50 FIN15H GRADE OVER SEPTIC, TANK SEPTIC, TANK INV IN +142.55 (MIN) +14110 \-6" THK. LAYER BOTTOM 3/4" CRUSH STONE 5E1=71C, TANK INV OUT +140.55 LEVELING COURSE FlNie+iED GRADE OVER SYSTEM VARIES 1. EXTERIOR OF TANK & ALL SEAMS TO BE COATED WITH WATERPROOFING D. BOX ROPN "Au INV IN +140.77 2. TANK SHALL BE ANCHORED ADEQUATELY AGAINST BUOYANCY. D. BOX ROY'' ''A" INVERT OUT +140.60 INV IN ROW "A" INFILTRATORS +14056 12 50 G' AALLON SEPTIC TANK DETAIL TOP OF ROW "A" INFILTRATORS +141.00 • 50770M OF RCIIN "A" INFiLTRATOR5 +159.67 D. BOX RIOYN le" 1w IN +156.77 D. BOX ROYN efl INVERT OUT +156.60 INV IN ROM "B" IAIF II.-TRATOR-5 +156.55 CONNECTICUT TRENCH DESIGN IOP OF R10yi Ile" INFILTRATORS +134T.00 I-II &H CAPACIT"Y' 51=)EJAIIINIJERO CHAM5ER W770M OF RON "5" INFILTRATORS +157.67 I;,. BOX Royi "C" INV IN +154.11 CHAMBERS AT q' o.c. PROP. 4" MIN. THK. D. BOX ROW "C" INVERT OUT +154.60 6,RAL-;>ED TOPSOIL, LIME, INV` IN ROW "C" INFILTRATORS +154.56 FERTILIZE, SEED MULCH IOP OF RDW "r," INFILTRATORS +155.00 507TOM Of": ROYi "C" INFILTRATORS +155.6-1 ASSUMED HI&H SEASONAL 6A.T. WA 12" Minimum 5ar,�,-Ffll LEDGE ELEVATION WA 20' BOTTOM OF TRENCH ELEV. 54-1 Standard S1deYNinder�HD Chambers 1 Ib" ABOVE MOTTLING 4e5" ABOVE LEDGE W A 14 Absorption Area 5_`�f Ft/Lf A/ Select backfill 11" Invert Center to renter Spacing = 11 Fort INFILTRATOR°TRENCH DETAIL HI -CAPACITY SIDEWINDER NOT TO SCALE NOTE: Failure to install acr-ordinc3 to manufacturers current Installation manual will void all warranties. INFI LTRATOR'R CHAMBER DETAIL N07 70 SCA L-5 Z Z TEST PIT TRAFFIC OR MML LOADIN(5 SHALL BE PERMITTED OVER THE LEACHINGS, SYSTEM 'z DMINS, OR AFTER INSTALLATION, DUE TO POTENTIAL FOR DAMS AND CRUSHING, EXISTING BRUSH/TREE LINE 16d AiMA FOR STRIPPING, AND FILLING SHALL EXTEND A MINIMUM OF 5 FEE I THE EDGE OF THE SYSTEM COMPONENTS OR FILL OR AS REQUIRED BASED Z, WON THE rOW. TECHNICAL STANDARDS (.ECTION \/((((A)) NOTED ABOVE, PROPOSED DRIVEWAY APRON [7d TII`E DEPTH OF STRIP SHALL DEPEND ON THE DEPTH OF THE PERC TEST USED ,ki A DESIGN BASIS, OR AS NEEDED To REMOVE UNSUITABLE OR pAmA&m SOILS. PROPOSED NATER SERVICE PROPOSED ELEG/TEL/CATV P-:: 5&wse wwf;zAoTpR SHALL OBTAIN AN iNs-rAL.LrA-nON PERMIT N ADVANCE: OF 11 -(MATING ANY tORK ON THE 5EKA&ESYSTEM AREN, IN ORVER TO COORDINATE TII'e IWWTIOI`e, IWLIDINS 5TAJe-OUT, 57JFPIN6, FILL MATERIAL APPROVAL, PROPOSED FENCE FILLING AIII,11D COMPONENT INSTALLATION. GRAPHIC SCALE EXISTING GUIDE RAIL 141) IF 7�E FINAL &RADIN& EXZBB25 12 INC4T;S ABOVE THE TOP OF THE SEPTIC TANK, AT LEAST TAO (2) MANHOLE RISERS NTH C4VER, s FRAJI-E SHALL BE INSTALLED To 11114N 12" OF THE FINAL 6RAVE. 0 10 2© 40 80 20.) AW EXTERIOR ErEL-K OR ACW550RY STRUCTURES K7HOUT FROSTKNLL FaMATION5 5HAL-L 5E 5U I LT AT LEA5T 10' FROM ANY PART OF 11-e SEPTIC SYSTEM TEST PIT RE5ULT5 IWA-LVING THE SEPTIC TANK AND LEACHING FIELD. IN FEET 1 inch = 20 ft. TEST HOLES 5, 6, -T, 16 4 1-7 Y`IERE 013SEFZVW ON 2/1'7/00 BY DAVID 0005HLIN OF THE UW..,AS HEALTH DISTRICT BASIS FOR SUBSURFACE SEWAGE DESIGN TEST HOLE 5 TEST HOLE 6 TEST HOLE PRO"POSED FOI)R (4) BEDROOM SINGLE FAMILY RESIDENCE 0 - la" FILL 0 - 12" TOPSOIL 0 - 15' 7CP5011_ - AVRA&E FERCIOLATION RATE = 10 MPI SITE ABBREVIATIONS 15 - 26" TOPSOIL 12 - 56" SILTY W5501L 15 - 60" Sil_7'r SUBSOIL - NO LED&E OR WATER ENCOUNTERED 26 - 65" SILTY SUBSOIL 60- 66" F=INE, GRAY 55- 55" FINE, MEW. COMPACT SAID MW C,0MFAr_,7 SAND - EFF-10TIVE LEACHING, AREA (FLA) REQUIRED = 660 S.F. ELEV OR EL. ELEVATION RCP REINFORCED CONCRETE PIPE 65- 55" FINE SANDY &RAVEL NO WATER, LEDGE OR MOTTLING, NO MATER OR. LEDGE - EFFECTIVELEACHIN& AREA (ELA) PROVIDED731 S.F. F.F. FINISHED FLOOR CONC. CONCRETE NO WATER, LEDGE OR MOTTLING, MOTTLING ® 6011 INV INVERT MON. MONUMENT -T PROPOSED LEACHING SYSTEM CRITERIA TEST HOLE I& TEST HOLE I S SLOPE D.H. DRILL HOLE 0 - 16" TOPSOIL 0 - 20" TOP501L - THREE (5) ROYS OF TEN (10) 625FT SECTIONS OF HIGH CAPACITY PVC POLYVINYL CHLORIDE IRON PIPE 16 - 55" SILTY SUBSOIL 20 - INFILTRA7OR5. CIP CAST IRON PIPE 55- 82" FINE SANDY GRAVEL 46- 55" FINE, MED. COMPACT SAW - 707k_ LEN6THFIROVIDEV = 5 ROAS x 10-6-25SECTIONS = 15 -TS LF EXIST. EXISTING TYP TYPICAL NO NATER, LEDGE OR MOTTLING, NO WATER OR LEENSE MOTTLING, s 60" OF'INFILTRATOR UNITS. - EACH R0^ 625OLF LONG, PROP PROPOSED N/F NOW OR FORMERLY TEST HOLES 2C,, 5A, 5B, 50 AND 50 P&9;M OBSERVED - 6:2.50FT x 5 ROA5 x 5.41 5.F./L.F. = 7 l S.F. ELA PROVIDED > 660 SF REOV. MIN. MINIMUM S.F. SQUARE FEET ON 4/15/00 BY DAVID COUCSHLIN OF THE UNCAS HEALTH DISTRICT - PROVIDE ONE 1250 GALLON SEPTIC TANK MAX. MAXIMUM REF REFERENCE - 100% R_E5ERVE AREA 15 PROVIDED D.I.P. DUCTILE IRON PIPE CL CLASS TEST HOLE :20 TEST HOLE 5A TEST +401 5' 55 SCH SCHEDULE BOT BOTTOM 0 - 551, FILL 0 - 10" TOPSOIL 0 -10" 70P&0!L_ MLSS ANALYSIS PERF PERFORATED D -BOX DISTRIBUTION BOX 55 - 57" TOPSOIL 10 - (74" TAN SILTY SUBSOIL 10 - 55" -AN 5ILrY 5U5501.1 55- 86" 65,5�AV-=L W SILTY RESTRICTIVE LA'�rER > 60" MLSS NEED NOT BE C ONBIVERED FDN FOUNDATION O.C. ON -CENTER 37 - 66" GRAY SILTY SAND (NET) 64- 95" C-OARSE GRAVEL VV SILTY SAND 4 NO RATER, LEDGE OR MOTTLING SAND 4 COBBLES NO KATE R, MOTTLING OR C.0- CLEAN-OUT BSMT BASEMENT NO AATM LW&E OR MOTTLING LP -06E IFIER,_'­l TEST RESULTS FTG. FOOTING DIA. DIAMETER PERCOLATION TES75 NERE WITNESSED BY DAVID C-000HLIN OF UWA!5 HEALTH TP TEST PIT p PERC TEST TEST HOLE 5C TEST HOLE 5V Z)ISTR)GT. TEST 2A ON lq/22/00 AND TEST 5 ON 51110c R RADIUS L.F. LINEAR FEET 0 - qu TOPSOIL 0 -a" TOPSOIL L LENGTH Cl - 51" TAN SILTY SUBSOIL 5 - 40" TAN SILTY SUBSOIL FER4, 7ES' 26A PER)CI MT 5 D___9=7H OF -HOLE: 24" DEPTH OF HOLE: 24' AC. ACRES 51 - qlu SILTY SANDY GRAVEL 40- 82" FINE SILTY SAND PRE -50A< 71ME: 1.83 -HRS. PRE-SOAK TIME: UNKNOWN NO WATER, LEDGE OR MOTTLING, MOTTLING 0 61- = RA7E.- "IMPI PERC RATE.- J2 MPI NO WATER OR LEDGE C,5'2 (T f FF t° _' t° 7F= INV=11.65 , C,5-61 (TY'PE,�` TF = 125-00 INV= I 0 SEE PLAN FOR LOT 13-002 FOR WORK ON ADJACENT LOT 10'-6"L x 5'-8"W LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH 17 MIN. DIA. 17" MIN. DIA. COVER INSPECTION PORT COVER INLET co�� INLET FILTER BAFFLE ITEM REOU I RED _ J SINGLE FAMILY SINGLE FAMILY MIN. LOT ATMA 160,000 SF +/- SF L_ 200 FEET Iz4"1.1+l- FEET MIN. FRONT YARD 15 FEET M +! FEET MIN. SIDE YARD 50 FEET I MIN. REAR YARD w D MLj SANITARY SEAM Ii+ VVJAL 046M SUBSURFACE SEWAGE DISPOSAL SYSTEM Ln -i 0 3" MIN. _j w MID -DEPTH PROP �t 0 SIDEWALL U E>j LLJ CONNECTION S.F. SQUARE FEET f- E -j W REFERENCE D.I.P. DUCTILE IRON PIPE CL CLASS SCH SCHEDULE BOT BOTTOM 47- 82" GRAVEL, FINE SAND 38- 88" FINE SANDY &RAVEL 2/3 CAPACITY 0 zo 1/3 CAPACITY RE57I01I',/E LAYER > 60"; MLSS NEED NOT BE CONSIDERED TEST HOLES 4A, 45 AND 4C, HERE OBSERVED 4/13/00 N DAVID GOUGHLIN OF THE UNGA5 HEALTH DISTRICT PERS TEST RESULTS TEST HOLE 4A TE5T HOLE 45 TEST HOLE 4C, 0 UTLET OUTLET FILTER BAFFLE w 0 0 3 MIN. 6" THK. LAYER BOTTOM 3/4" CRUSH STONE LEVELING COURSE 1. EXTERIOR OF TANK & ALL SEAMS TO BE COATED WITH WATERPROOFING 2, TANK SHALL BE ANCHORED ADEQUATELY AGAINST BUOYANCY. 1250 GALLON SEPTIC TANK DETAIL • GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 fL. PT TP LOT -13- 004, D.f5ox T1''P T ,5Lf 7- " G r` �A1'ALE (OTAN< IOq GAL S.OONTROL5/INV IN137.0 . �r- - ------ - - EXISTING �NELL� IX -00 I Nk5 U.kA I N ACCESS COVER 0 PROP. FINISHED 6RADE �6" MIN. COVER CONNECTICUT V WIDE TRENCH DE516N HIGH CAPACITY 51DEAINDER0 CHAMBER GSA'-IBERS AT q' o.c. PROF'. 4" MIN. THK. GRADED TOPSOIL, LIME, FERTILIZE, SEED 4 MULCH 12 Minimum Backfill BOTTOM OF ' TRENCH ELEV. 36" Standard Sldei�linder�HD Chambers 1S" ABOVE MOTTLING 45" ABOVE LEDGE Absorption Area = 5.1:9 Ftp/Lf w/select backfill Center to Center Spacing = q Feet INFILTRATOROTRENCH DETAIL i2" OUTLET I NtLE7 - __1 ( 6" THK. LAYER 5/4" GRU5H STONE ,,. LEVEL COURSE SPUTTER D -BOX DETAIL NOT' 70 SCALE C'0' NOT TO SCALE NOTE: Failure to install according to manufacturers current installation manual will void all warranties. INFILTRATOR9 CHAMBER- DETAIL LOT 13--003 BULK ZONING DATA YW160 WATT PROTECTION DISTRICT TOWN OF MONIVILLE, CONN. ITEM REOU I RED PR0P05ED USE SINGLE FAMILY SINGLE FAMILY MIN. LOT ATMA 160,000 SF +/- SF AVG. LOT FRONTAGE 200 FEET Iz4"1.1+l- FEET MIN. FRONT YARD 15 FEET M +! FEET MIN. SIDE YARD 50 FEET 45,41 +/- FEET' MIN. REAR YARD '75 FEET 456.1 +!- FEET WATER SER`A0E PRIVATE YiELL SANITARY SEAM Ii+ VVJAL 046M SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN ELEVATIONS ITEM ELEVATION 15T FLOOR HOUSE +151.50 55MT. FLOOR HOUSE +142.50 INV, FOOTING DRAIN +140.50 &ARAG,E SLAB ELEV. +142.00 BUILDING SEYIER INV +140.50 FIN15H 6RADE OVER SEPTIC TANK +135.33 (MIN) SEPTIC TANK INV IN +137.05 SEPTIC TANK 1NV OUT +156.53 FIN15HW CRAVE OVER SYSTEM VARIES D. BOX ROW "A" INV IN +136.-M D. B0X ROY4 "A" INVERT OUT +136.60 INV IN ROW "A" INFILTRATORS +136.58 TOP OF ROW "A" INFILTRATORS +137.00 BOTTOM OF ROW "A" INFILTRATORS +155.67 D. BOX ROA "B" INV IN +133.77 D. E30X ROW "B" INVERT OUT +133.60 INV IN ROW "B" INFILTRATORS +133.55 TOP OF _,I "B" INFILTRATORS +134.00 BOTTOM OF ROW "B" INFILTRATOR -15 +132.67 D. SOX ROW "C" INV IN +131.77 D. BOX ROW "C" INVERT OUT +131.60 INV IN ROW ""G" INFILTRATORS +151.56 TOP OF ROW "C" INFILTRATORS +132.00 BOTTOM OF ROW "0" INFILTRATORS +130.61 ASSUMED HIGH SEASONAL G.W.T. N/A LEDGE ELEVATION N/A LEGEND EXISTING CONTOUR I � PROPOSED FINISH GRADE CONTOUR +154 PROPOSED SPOT GRADE BUILDING SETBACK LIMITS LOT LINE LIMITS PROPOSED PAVED DRIVENAY . uONTINUOUS LINE OF STAKED HAYBALE EROSION CONTROL WF#38 WF#39 FLAGGED NETLAND LIMITS TP 15 TEST PIT EXISTING BRUSH/TREE LINE PROPOSED DRIVENAY APRON PROPOSED NATER SERVICE PROPOSED ELEC/TEL/CATV ---�_____-----�_ PROPOSED FENCE a Q D EXISTING GUIDE RAIL GENERAL NOTES 1) THIS PARCEL IS A SU I LD I N6 LOT AS SHO)NN ON THE PLAN TITLED! "PLAN SHOW I N6 SUGHOK I /MAY'NARD e(J5D I V I S I ON PROPERTY OF FRANCES HUDYMA, LEFFIN610+LELL ROAD AND NOBLE HILL ROAD, MONTVILLE CONN WTIC VT; SCALE I "=100° DATED FEBRUARY 2001 AND REVISED JJNE 25, 2001 AS PREPARED By DIETER, &ARDNER * ML=REEN, INC., M MILITARY HIGHWAY, &AL.EES FERR'r', GONNEGTI GUT 06355. 2.) PARCEL TOP06RAPHY 51-10YYN HEREON AA5 TAKEN FROM THE PLAN REI`ERENCED IN NOTE I ABOVE, AND MUST Be VERIFIED BY THE CONTRACTOR PRIOR TO 00IMMENCIN& ANY 51TEWORK, EXGA\/ATION, ETC. 3.) "PEST PIT DATA SHOWN HEREON Y`LAS TAKEN FROM PLAN IN NOTE #I VE. HE TE5T PITS YeRE EXCAVATED AND L06&ED BY OTHMS. THE DESIGN ENGINEER MAKES NO REPRESENTATION OR OUARENTEE TO THE ACCURACY OF THE TEST PIT DESCRIPTIONS. NEW TEST HOLES SHOULD BE EXCAVATED IN THE AREA OF THE NEY4 LEACrHIN& 5Y5TEM TO VERIFIY SOIL CONDITIONS PRIOR TO INSTALLING THE LEAGHIN6 FIELD OR ANY OTHER SYSTEM COMPONENT. 4) CONTRACTOR SHALL RELOCATE SENGI-FMARl< AS NECESSARY. SANITARY SYSTEM NOTES I ) ALL UTILITIES, 5HOM OR REFERRED TO IN THIS PLAN ARE APPROXIMATE ,ANi7 HJST BE VERIFIED BY THI� CONTRACTOR PRIOR TO ANY SITE CONSTiRZTION. THE CONTRACTOR, SHALL NOTIFY "GALL BEFORE YOU D16" AT 1-800-0722-4455 AT LEAST THREE (5) BUSINESS DAYS PRIOR TO ANY EXCAVATION. 2) THE CONTRACTOR SHALL STRIP ALL TOPSOIL TO 6 BEYONiD THE LIMITS OF ANY FI LL I N6 FOR THE PROPOSED 5Y5TEM. THE 5TR I PPED TOPSOIL SHALL BE STO IK.PILED ON-51TE, IN AN AREA NOT IN WAY OF CON5TRUCTION. PRIOR TO RE-U5E OF TOPSOIL, IT 15 RECOMMENDED TO SCREEN THE TOPSOIL =-OR REDISTRIBUTION. SECURE ALL NECESSARY PERMITS FSCREENING A5 REQUIRED. THE TOE OF THE STOCKPILE SHALL BE PROTECTED FROM EROSION/SEDIMENTATION BY INSTALLING A ROW OF STAKED HAY'BALES OR AN APPROVED SEDIMENT FSE ALL AROUND THE BASE OF THE STOCK- PILE. THE CONTRACTOR SHALL SEED THE STOCKPILE WITH RYE 6RA55 OR EQUAL IF IT 15 TO BE LEFT FOR A PERIOD EXCEED I N6 120 DAYS. 5) THE BOTTOM OF THE LEACHIN & FIELD EXCAVATION SHALL BE , SCAR- IFIED AND PREPARED IN ACCORDANCE W1TH THE "CONNECTICUT PUBLIC, HEALTH CODE`., RE&ULATION5 $ TECHNICAL STANDARDS FOR 5iJE35URFACE SEWAGE DISPOSAL SYSTEMS, LATEST REVISION, Y1410H SHALL BE A PART 01= THIS PLAN. 4) NOT I-ATER THAN TY40 (2) DAYS AFTER INSTALLATION OF LEACHING SYSTEM BIAS BEEN INSPECTED AND APPROVED BY THE LOCAL SANITARIAN, THE CON- TRACTOR SHALL BACKFILL THE SYSTEM AS 5H0Y4N ON THE PLAN, 5) OONTRACTOR SH REDISTRIBUTE THE TOPSOIL TO A MINIHJM DEPTH OF FOM (4) INGHE5, &RAVE THE FINISHED SURFACES TO DRAIN AND TO PREVENT EROSION/SEPIME`.NTATION AND PONDIN(s. 6) THE AREA OF SITE DISTURBANCE 15 APPROXIMATELY 30, +/- S.F. THE CONTRACTOR SHALL TAKE ALL C ARYCrAUTIONIIS TO PREVENT SOIL. E. ION A /0R SEDIMENTATION FROM THE F-XP05W EXCAVATION. SUCH, THE CONTRACTOR SHALL USE THE "STATE OF CONNECTICUT &UIDE- L1NES FOR SOIL EROSION AND 5EPO-ENT CONTROL" LATEST REVISION, A5 A 6UIDE FOR METHODS OF 501L L055 PREVENTION, WHICH SHALL BE A FART OF= THIS PLAN. -7.) THE CONTRACTOR SHALL NOTIFY THE EN&INEER IMMEDIATELY UPON ANY VISCOVERY OF 51TE CONDITIONS NOT ADDRE55ED BY TH15 PLAN. THE CON- TRACTOR SHALL NOT DEVIATE FROM TH15 PLAN AITHOUT THE WRITTEN PER- MISSION OF THE ENC71NEER AND THE LOCAL SANITARIAN. a.) THE SEPTIC TANK SHALL BE PRECAST CONCRETE, WATERPROOF CON5T'RYT ION, 1000 6ALLON CAPAC 17 Y AND ANCHORED AS NECE55AR%,r '-0 PREVENT E311.10YANC:•Y, ^HERE APPL I GAE31_E. THE TANK SHALL BE SET LEVEL ON A 6" THICK LEVELING COURSE OF 3/4" BROKEN STONE, OR APPROVED EQUAL. �.) ALL ROOF DRAINAGE SHALL SE DIRECTED AWAY FROM THE PROPOSED LEACHING FIELD WITH A MINIMUM SEPARATING DISTANCE OF ('TWENTY-PIvr= (25) FEET, 10) THE HOUSE SEWER LINE FROM THE FOUNDATION TO THE SEPTIC TANK MAY BE EITHER 4" DIA. CAST IRON PIPE, CONFORMING TO ASTM .A"74, OR 4" PVL PIPE CONFORMING TO ASTM 1'785 SOH 40, OR APPROVED C-OUAL. THIS PIPE SHALL BE A SOLID, TIGHT -FITTING PIPE WITH A MINIMUM 6RAVITY SLOPE OF 1/4" PER FOOT LAID TRUE WITH NO LOW POINTS OR "BELLIE5". 11) R,EFIER TO THE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING FOOTPRINT CONFIGURATION, 51ZE AND LAYOUT. 12,) ALL DISTURBED AREAS NOT COVERED BY DRIVEWAYS, BUILDINGS OR NALKS SHALL E31-= PLANTED WITH 4" MIN. TOPSOIL, LIMED, FERTILIZED, SEEDED AND MULCHED FOR A LAWN. FINAL &RArDEt' SURFACE SHALL DIRECT DRAINAGE .AWAY FROM THE LEAGHIN6 SYSTEM. FINAL CGRADES SHALL NOT EXCEED 2:1 (HORIZ:VERTIGAL). 13.) 1 F A' F I LL 15 TO BE USED AROUND THE SYSTEM, I T SHALL BE AN AI=PROVED SELECT SACKPILL - SAND 4 GRAVEL CONFORMING TO T. VIII(,A) OF THE CT. PUBLIC, HEALTH CODE TEC+jNICAL STANDARDS LATEST EDITION; AS FOLLOWS: A. FILL SHALL NOT CONTAIN MATERIAL LARGER THAN 2". 5. UP TO 45% OF THE DRY WEIGHT OF THE REPRE5ENTATIVE SAMPLE MAY BE RETAINED ON THE #45 51EVE (GRAVEL PORTION OF SAMPLE) C. MATERIAL THAT PASSES THE #4 51EVE 15 RE-1,1I&1-11ED, AND THE GRADATION ANALY519 STARTED. D. THE R.EMAININ6 SAMPLE SHALL MEET THE FOLLOINING CRITERIA: S1 r SIZE PERCENT PASSING #4 ................................................ 100% #10 ................................................ 170%-100% #40 ................................................ 10%-50% q O%_20% 200 ................................................ % 0515 - 555 14.) THIS RESERVE SYSTEM 5HALL BE A 51MILAR 6RAVITY FEU INFILTRATOR 5Y5TEM. 15.) THE MIN. COME? REGUIRED OVER THE INFILTRATORS SHALL BE 12". NO TRAFFIC OR MML LOADINS SHALL BE PERMITTED OVER THE LEACHING SYSTEM VJRINc5 OR AFTER INSTALLATION, ME TO POTENTIAL FOR DAMA6E AND GRI)SHIN(5. 16) AREA FOR STRIPPINe AND FILLING SHALL EXTEND A MINIMUM OF 5 FEET BEYOND THE EC*E OF THE SYSTEM COMPONEN'T5 OR FILL OR AS R OJIRED BASED UPON THE CONN. TECHNICAL STANDARDS (SECTION VII t(A)) NOTED 17.) T -E DEPTH OF 5TRIIP SHALL DEPEND ON THE DEPTH OF THE PERL TEST USED ASi A DE516N 5A615, OR A5 NEEDED TO REMOVE LNSUITABLE OR DAMAGED SOIL5. TIE 5F.I^iAaSE CONTRACTOR OBTAIN AN INT STA LATioN Perw T IN ADVAwce OF INITIATING ANY WORK ON TIE SEK06E 5Y5TE`M AREA, IN ORCeR TO COORDINATE TIE NECE56ARY I T10N5, INGLUDIN6 STAKE-O(M STI J=PINSG, FILL MATERIAL APPROVAL, I' LL1145 AND COMPONENT INSTALLATION. IeI) IF THE FINAL 6RADIN5 EXCED5 12 1NC.HE5 ABOVE Tl -ITE TOP OF THE SEPTIC TAMC, AT LEAST TYJ0 (2) MANHOLE RISERS AITH COVER 4 FRAM SHALL BE INSTALLED To KTHIN 12" THE FINAL 6RADE. 20.) ANY EXTERIOR DECK OR ACCE55ORY 5TRUCTUR -5 WITHOUT FROST NAL.L FOUNDATIONI5 SHALT- BE BUILT AT LEAST 10' FROM ANY PART OF THE 5EPTIC 5Y5TI=M INCLUDING THE SEPTIC TANK AND LEAGHIN6 FIELD. SITE ABBREVIATIONS ELEV OR EL. ELEVATION RCP REINFORCED CONCRETE PIPE F -F. FINISHED FLOOR CONC. CONCRETE INV INVERT MON. MONUMENT S SLOPE D.H. DRILL HOLE PVC POLYVINYL CHLORIDE I.P. IRON PIPE CIP CAST IRON PIPE AC. ACRES EXIST. EXISTING TYP TYPICAL PROP PROPOSED N/F NOW OR FORMERLY MIN. MINIMUM S.F. SQUARE FEET MAX. MAXIMUM REF REFERENCE D.I.P. DUCTILE IRON PIPE CL CLASS SCH SCHEDULE BOT BOTTOM GENERAL NOTES 1) THIS PARCEL IS A SU I LD I N6 LOT AS SHO)NN ON THE PLAN TITLED! "PLAN SHOW I N6 SUGHOK I /MAY'NARD e(J5D I V I S I ON PROPERTY OF FRANCES HUDYMA, LEFFIN610+LELL ROAD AND NOBLE HILL ROAD, MONTVILLE CONN WTIC VT; SCALE I "=100° DATED FEBRUARY 2001 AND REVISED JJNE 25, 2001 AS PREPARED By DIETER, &ARDNER * ML=REEN, INC., M MILITARY HIGHWAY, &AL.EES FERR'r', GONNEGTI GUT 06355. 2.) PARCEL TOP06RAPHY 51-10YYN HEREON AA5 TAKEN FROM THE PLAN REI`ERENCED IN NOTE I ABOVE, AND MUST Be VERIFIED BY THE CONTRACTOR PRIOR TO 00IMMENCIN& ANY 51TEWORK, EXGA\/ATION, ETC. 3.) "PEST PIT DATA SHOWN HEREON Y`LAS TAKEN FROM PLAN IN NOTE #I VE. HE TE5T PITS YeRE EXCAVATED AND L06&ED BY OTHMS. THE DESIGN ENGINEER MAKES NO REPRESENTATION OR OUARENTEE TO THE ACCURACY OF THE TEST PIT DESCRIPTIONS. NEW TEST HOLES SHOULD BE EXCAVATED IN THE AREA OF THE NEY4 LEACrHIN& 5Y5TEM TO VERIFIY SOIL CONDITIONS PRIOR TO INSTALLING THE LEAGHIN6 FIELD OR ANY OTHER SYSTEM COMPONENT. 4) CONTRACTOR SHALL RELOCATE SENGI-FMARl< AS NECESSARY. SANITARY SYSTEM NOTES I ) ALL UTILITIES, 5HOM OR REFERRED TO IN THIS PLAN ARE APPROXIMATE ,ANi7 HJST BE VERIFIED BY THI� CONTRACTOR PRIOR TO ANY SITE CONSTiRZTION. THE CONTRACTOR, SHALL NOTIFY "GALL BEFORE YOU D16" AT 1-800-0722-4455 AT LEAST THREE (5) BUSINESS DAYS PRIOR TO ANY EXCAVATION. 2) THE CONTRACTOR SHALL STRIP ALL TOPSOIL TO 6 BEYONiD THE LIMITS OF ANY FI LL I N6 FOR THE PROPOSED 5Y5TEM. THE 5TR I PPED TOPSOIL SHALL BE STO IK.PILED ON-51TE, IN AN AREA NOT IN WAY OF CON5TRUCTION. PRIOR TO RE-U5E OF TOPSOIL, IT 15 RECOMMENDED TO SCREEN THE TOPSOIL =-OR REDISTRIBUTION. SECURE ALL NECESSARY PERMITS FSCREENING A5 REQUIRED. THE TOE OF THE STOCKPILE SHALL BE PROTECTED FROM EROSION/SEDIMENTATION BY INSTALLING A ROW OF STAKED HAY'BALES OR AN APPROVED SEDIMENT FSE ALL AROUND THE BASE OF THE STOCK- PILE. THE CONTRACTOR SHALL SEED THE STOCKPILE WITH RYE 6RA55 OR EQUAL IF IT 15 TO BE LEFT FOR A PERIOD EXCEED I N6 120 DAYS. 5) THE BOTTOM OF THE LEACHIN & FIELD EXCAVATION SHALL BE , SCAR- IFIED AND PREPARED IN ACCORDANCE W1TH THE "CONNECTICUT PUBLIC, HEALTH CODE`., RE&ULATION5 $ TECHNICAL STANDARDS FOR 5iJE35URFACE SEWAGE DISPOSAL SYSTEMS, LATEST REVISION, Y1410H SHALL BE A PART 01= THIS PLAN. 4) NOT I-ATER THAN TY40 (2) DAYS AFTER INSTALLATION OF LEACHING SYSTEM BIAS BEEN INSPECTED AND APPROVED BY THE LOCAL SANITARIAN, THE CON- TRACTOR SHALL BACKFILL THE SYSTEM AS 5H0Y4N ON THE PLAN, 5) OONTRACTOR SH REDISTRIBUTE THE TOPSOIL TO A MINIHJM DEPTH OF FOM (4) INGHE5, &RAVE THE FINISHED SURFACES TO DRAIN AND TO PREVENT EROSION/SEPIME`.NTATION AND PONDIN(s. 6) THE AREA OF SITE DISTURBANCE 15 APPROXIMATELY 30, +/- S.F. THE CONTRACTOR SHALL TAKE ALL C ARYCrAUTIONIIS TO PREVENT SOIL. E. ION A /0R SEDIMENTATION FROM THE F-XP05W EXCAVATION. SUCH, THE CONTRACTOR SHALL USE THE "STATE OF CONNECTICUT &UIDE- L1NES FOR SOIL EROSION AND 5EPO-ENT CONTROL" LATEST REVISION, A5 A 6UIDE FOR METHODS OF 501L L055 PREVENTION, WHICH SHALL BE A FART OF= THIS PLAN. -7.) THE CONTRACTOR SHALL NOTIFY THE EN&INEER IMMEDIATELY UPON ANY VISCOVERY OF 51TE CONDITIONS NOT ADDRE55ED BY TH15 PLAN. THE CON- TRACTOR SHALL NOT DEVIATE FROM TH15 PLAN AITHOUT THE WRITTEN PER- MISSION OF THE ENC71NEER AND THE LOCAL SANITARIAN. a.) THE SEPTIC TANK SHALL BE PRECAST CONCRETE, WATERPROOF CON5T'RYT ION, 1000 6ALLON CAPAC 17 Y AND ANCHORED AS NECE55AR%,r '-0 PREVENT E311.10YANC:•Y, ^HERE APPL I GAE31_E. THE TANK SHALL BE SET LEVEL ON A 6" THICK LEVELING COURSE OF 3/4" BROKEN STONE, OR APPROVED EQUAL. �.) ALL ROOF DRAINAGE SHALL SE DIRECTED AWAY FROM THE PROPOSED LEACHING FIELD WITH A MINIMUM SEPARATING DISTANCE OF ('TWENTY-PIvr= (25) FEET, 10) THE HOUSE SEWER LINE FROM THE FOUNDATION TO THE SEPTIC TANK MAY BE EITHER 4" DIA. CAST IRON PIPE, CONFORMING TO ASTM .A"74, OR 4" PVL PIPE CONFORMING TO ASTM 1'785 SOH 40, OR APPROVED C-OUAL. THIS PIPE SHALL BE A SOLID, TIGHT -FITTING PIPE WITH A MINIMUM 6RAVITY SLOPE OF 1/4" PER FOOT LAID TRUE WITH NO LOW POINTS OR "BELLIE5". 11) R,EFIER TO THE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING FOOTPRINT CONFIGURATION, 51ZE AND LAYOUT. 12,) ALL DISTURBED AREAS NOT COVERED BY DRIVEWAYS, BUILDINGS OR NALKS SHALL E31-= PLANTED WITH 4" MIN. TOPSOIL, LIMED, FERTILIZED, SEEDED AND MULCHED FOR A LAWN. FINAL &RArDEt' SURFACE SHALL DIRECT DRAINAGE .AWAY FROM THE LEAGHIN6 SYSTEM. FINAL CGRADES SHALL NOT EXCEED 2:1 (HORIZ:VERTIGAL). 13.) 1 F A' F I LL 15 TO BE USED AROUND THE SYSTEM, I T SHALL BE AN AI=PROVED SELECT SACKPILL - SAND 4 GRAVEL CONFORMING TO T. VIII(,A) OF THE CT. PUBLIC, HEALTH CODE TEC+jNICAL STANDARDS LATEST EDITION; AS FOLLOWS: A. FILL SHALL NOT CONTAIN MATERIAL LARGER THAN 2". 5. UP TO 45% OF THE DRY WEIGHT OF THE REPRE5ENTATIVE SAMPLE MAY BE RETAINED ON THE #45 51EVE (GRAVEL PORTION OF SAMPLE) C. MATERIAL THAT PASSES THE #4 51EVE 15 RE-1,1I&1-11ED, AND THE GRADATION ANALY519 STARTED. D. THE R.EMAININ6 SAMPLE SHALL MEET THE FOLLOINING CRITERIA: S1 r SIZE PERCENT PASSING #4 ................................................ 100% #10 ................................................ 170%-100% #40 ................................................ 10%-50% q O%_20% 200 ................................................ % 0515 - 555 14.) THIS RESERVE SYSTEM 5HALL BE A 51MILAR 6RAVITY FEU INFILTRATOR 5Y5TEM. 15.) THE MIN. COME? REGUIRED OVER THE INFILTRATORS SHALL BE 12". NO TRAFFIC OR MML LOADINS SHALL BE PERMITTED OVER THE LEACHING SYSTEM VJRINc5 OR AFTER INSTALLATION, ME TO POTENTIAL FOR DAMA6E AND GRI)SHIN(5. 16) AREA FOR STRIPPINe AND FILLING SHALL EXTEND A MINIMUM OF 5 FEET BEYOND THE EC*E OF THE SYSTEM COMPONEN'T5 OR FILL OR AS R OJIRED BASED UPON THE CONN. TECHNICAL STANDARDS (SECTION VII t(A)) NOTED 17.) T -E DEPTH OF 5TRIIP SHALL DEPEND ON THE DEPTH OF THE PERL TEST USED ASi A DE516N 5A615, OR A5 NEEDED TO REMOVE LNSUITABLE OR DAMAGED SOIL5. TIE 5F.I^iAaSE CONTRACTOR OBTAIN AN INT STA LATioN Perw T IN ADVAwce OF INITIATING ANY WORK ON TIE SEK06E 5Y5TE`M AREA, IN ORCeR TO COORDINATE TIE NECE56ARY I T10N5, INGLUDIN6 STAKE-O(M STI J=PINSG, FILL MATERIAL APPROVAL, I' LL1145 AND COMPONENT INSTALLATION. IeI) IF THE FINAL 6RADIN5 EXCED5 12 1NC.HE5 ABOVE Tl -ITE TOP OF THE SEPTIC TAMC, AT LEAST TYJ0 (2) MANHOLE RISERS AITH COVER 4 FRAM SHALL BE INSTALLED To KTHIN 12" THE FINAL 6RADE. 20.) ANY EXTERIOR DECK OR ACCE55ORY 5TRUCTUR -5 WITHOUT FROST NAL.L FOUNDATIONI5 SHALT- BE BUILT AT LEAST 10' FROM ANY PART OF THE 5EPTIC 5Y5TI=M INCLUDING THE SEPTIC TANK AND LEAGHIN6 FIELD. F'ro]ect Ido. 231040 BASIS FOR SUBSURFACE SEWAGE DESIGN PERF PERFORATED D -BOX DISTRIBUTION BOX Z FDN FOUNDATION O.C. ON -CENTER o OSED FOUR (4) BEDROOM 51N&LE FAMILY RESIDENCE C.O. CLEAN-OUT BSMT BASEMENT - AVVERASE PERCOLATON RATE = 10 MPI FTG. FOOTING DIA. DIAMETER - NO LEDGE OR e(ATER ENCOUNTERED TP TEST PIT P PERC TEST - EFFECTIVE LEAC.i-fIN6 AREA (ELA) REOUIREO = 660 S.F. R RADIUS L,F. LINEAR FEET - EFFECTIVE LEACIHING AREA (ELA) PROVIDED = 731 S.F. L LENGTH CO (.0 0 AC. ACRES PROPOSED LEACHING SYSTEM CRITERIA - 71,440 (2) ROY45 OF ELEVEN (II) 6.25FT SECTIONS OF HI&H CAPACITY TEST PI T RESULTS IN1�'-ILTRATORS,. 0 - TOTAL. LENGTH 'PROV I DED = 3 ROWS x 10-6.25' SECTIONS = fa -TS LF "LEST HOLES 5 4 4 Y'IERE OSSERVED ON 2/1'7/03 OF INFILTRATOR UNITS. BY DAVID C:OUGHLIN OF THE UNGAS HEALTH DISTRICT - EA•�:H R:OW 62.50LF LONG TEST HOLE 3 TEST HOLE 4 - 625OFT x 3 ROWS x 5A 5.F./L.F. = 731 S.F. ELA PROVIDED > 660 5F R. OV. O - 12" TOPSOIL 0 - 10" TOPSOIL - PROVIL?E ONE 1250 GALLON SEPTIC TANK 12 - 477°' SILTY SUBSOIL 10 - 38" SILTY SUBSOIL - 10 RESERVE AREA, 15 PROVIDED 47- 82" GRAVEL, FINE SAND 38- 88" FINE SANDY &RAVEL M L SS A NA LYSI S NO WATER, LEDGE OR MOTTL I NO NO WATER, LEDGE OR MOTTLING RE57I01I',/E LAYER > 60"; MLSS NEED NOT BE CONSIDERED TEST HOLES 4A, 45 AND 4C, HERE OBSERVED 4/13/00 N DAVID GOUGHLIN OF THE UNGA5 HEALTH DISTRICT PERS TEST RESULTS TEST HOLE 4A TE5T HOLE 45 TEST HOLE 4C, PERCOLATION TE575 YeRE Y41TNE55W BY DAVID GOU IN OF UNCA5 HEALTH DISTRICT. TE5T 3A ON IIA5100 AND T'E5T 4 ON aft/00 O- 5" TOI''S01 L O- I I" TOP'S01 L O- 13" TOPra'� I L " "" 5 - a0 TAN SILTY 5U8501 L I i - 39 TAN SILTY SUBSOIL 13 - 3'T" TAN SILTY SUBSOIL TEST 3A FERC TEST 4; 50 - 84" GRAY SILTY SAND YV/ 3q- 61" GRAY SILTY SAND N 3'1- 86" GRAY SILTY SAND N GRAVEL =L2PTH OF HOLE: 25" DEPTH OF BOLE: 25" &RAVEL GRAVEL NO WATER, MOTTLING OR PRE-50AK TIME: Q.25 HRS. PRE-SOAK TIME: UNKNOWN PERS IRATE: 51'-1PI PEI RATE: q.2 MPI NO WATER, LEDGE OR MOTTLIN5 NO WATER, LEDGE OR MOTTLING LEDGE F'ro]ect Ido. 231040 1 Z Z w z C3 Cy �- to IM CO (.0 0 z1 ® U) O Z 0 00 X w Cd U) 0 o ® 70 = 0 i N t� z 0000 LU F- U) • " �® kq- Y 111 cn w © w L_1__,_>_ < LLI >_ Cn 1) w- :1D0 0 C.�z�'?�=nQ©o= Of0- o�o �---��zc� CN LLJ '1=��w � ww�^}y`�zw©� cn��w wC~�"�`CM LLJ�=zz O I--2 f �Cnvoory �a��Ww z f- �zwDw C)5 z Q�o _s �7_ LLjQ_<�<C=w-(Ql- oC)izh== F - L-- CMZ=LL z�CC c)-Zcn3:wu-o REVISIONS LTR DESCRIPTION DATE PER R LN&INEER s A 0 R Y also) co aw Q � CLT C CD 0 F-- I UJI0 .---� _ 1- 00 Z LL Z C.3 LL- L _ Z i'- J < J LL 0 < � r Cly LU ' Z Q LU ct ® W :D M 0 U)F- w 0 0 U) LL Z CJS U_ C/) r' 0 w 0 Of Sheet No. �� 0 1 SHEET 1 OF 1 Scale: 1$ = 20° Date NOVEMBER 2003 F'ro]ect Ido. 231040