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HomeMy WebLinkAbout83-1926 - Site Plan 3LOT 11 LOT 11 TEST HOLE 1 GRADE iHANGES TEST HOLE DATE: Moran 22, "012 DEPTH (inches) ELEV.(feet) ARE PROPOSED FERFORtAED BY: Ron Cadillac, Soil Evaluator p ' Ro CH0 8 11 13" 32" 74 A layer 10yr 2/2 loam sand E oyer 10yr 6/2 loam sand B layer 10yr 5/6 loamy sand C layer 2.5y 6/6 medium sand r6 s r' tl1 L._ 8.9 NITNLoo _U BY, Amy Von Hone, PERC RATE: <2'­­00"/inch (C ISyer) 13.1 SDIL SURVEY(15'93): Carvor coarse sand Bottorn Flood Proo. Top Pound. GEOLOGI'� MAP(1986): Harwich oUtwash plain deposits Vent=11.5 Imert 9.57 Invert 9.12 Pr�)posed DVC Use Gas Baffle 6.2 irvert 8.E"�5 Top Slob c" min. cover Proposed c�=1 /4"/ft Top Units=9.17 Proposed /3"/ft+ Filter Moth In cert 9.37 1500 _al. Proposed Septic Tank �>-_--___--- ,.. 73.3' 2.7 Invert 8.7E 8\ 5 Invort 9.02 proposed 6" Stone or cam -act P,o osed 5 Bottom 20 -1.1 F 1 p 3' Level ' INI 2' 1 �- 10 I F-- 1 J' --I - L- ---� High Gro,nd Water=3.5 LOT 11 m I 5' os' o- 1.7' U`1G5 Adjustment < 7' Provided Using WSH29 TEST HOLE 2 DESIGN DATA March 2012--ZDne A' OBSERVED WATER=2.7 DEPTH inches) ELEV.(feet) BEDROOMS: 4 'Locos is within 3)0' of Run Pond shrub Meadow Swamp 0 4" 13" 32" 42" a 88 0 layer E" Oyer i0yr 4/2 loamy sand 8 layer 10yr 5/8 loamy sand C layer 2.5y 6/6 medium sand , :__•. ,ter 8.9 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPDLEACH AREA PROPOSED SEP -IC TANK 1500 CAL. USE 32 INFILTRATOR QUICK4 PLUS STANDARD EFFECTIVE LEACHING ATEA: 605.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A 4.73 SF/LF X t -'/UNIT -18.92 S.F/UNIT 32' LONG BY 11'-4" WIDE BY 3.3" DEEP 6.2 32 UNITS X 18.92 SF/LNIT=30<.7 SF(EFFECTIVE) LEACH AREA. COVER WITH FILTER CLOTH. DESIGN CAPACITY: 448 GPD 5' REMOVAL [(605.4 SF) X .74 GPD/SF] DO 5' ALL AROUND AND UNDER REMOVAL DOWN 32"t TO MEDIUM SAND. BENCH MARK --TOP DISC ON N/F 16 CONC. BOUND=7.37 NGVD29 SCHWELM 22 -1.2 10.9 - 9,4 t 10,8 10 - 7 6.51 \� `'�. W r.: .s LOT 11 N m 7.4 x715-345±S.F. 9.1 �,:::,IL ' 1 4 t..., NOTE SCALED FLOOD LINE FROM FIRV DIF=ERS FROM GROUND ELEVATIONS N F BUTLER 10.24 . 10.59 I 9 of 3 " 9.9 j •' �l � 11 5. 4 107 1't ,'. ly 1 3 1C'.1 913 t 1' 31 A r•-.:. 19 ' 24 11 N, I 11,2 ,o RO � , .:. , a r x �s - T 14 , PROPOSED H 5.73 '.1 4CF P 105\ �� \ a4 ti° -- J 1OOM :. 130P ��- 6 6 cp �o v v A� pR 8. n e 9 9,° 1�' 0 ren 4 DWELLING �63 (• 7� a� 11.2 e��� SO:.... 11,4 TH 8.9 W W '34 4_ y, 9 6 Crowl3space ....... 31' 9.7 I o doe / �F O0 24 .Ll - ,2 ---- \F \ a ; ro4/ SC/,y�' l! v 23' F I ,2' 9.7... a �' 11 `� 1 31 65 roc g8`' x11,2' - 117 r 1 ,`....• �� 11 6 e � r i _ �� s , .- 1 F� �� 1 e w• 1 1 - 9 4 0.0 " 2" O 9. 9.771 1� 11,2 �\ TH 2 p 0) F A r q r .9i U. 6� c�<' s F 9R ,� x.'.16 '17,9 , 48# _ Q - \ \ ,` a, ' 1 LOT 2 9,3 / 11 930 1 PROVIDE B D`JCTI_E ` oo#\ % 7}8,9 a`14291 0tS. /. 913 ll IRON PIPE UNDER FpcF �j rH 2 ae \ \ 9317 DRIVE --MATCH TO3N of 6.8 `R.5 . 7,• pp9,4 EXISTING DRAINAGE• 7.os \ 7ss \�\` s s.a.t ?I. 9,3- 962 .,1 I SWA-E �F �. 70,72' 9s3 T w 7 n0 _ -- 7,S"-,-__._._ 9.1__ 87 1 �� 1 9,5 Cc T8286 fi55 'N /F TUERS \ . 8.19 . 8 38 ec4 ' 8.69 ,I F EXISTING DRAINAGE SWALE 9 RESEED DISTURBED AREAS / � -EE --- E E ac. � '1 9.3 4 E --- E -- �/ I 1 E ,✓ 87 t1 x 9�7 9.63 I N /F COTE LEGEND TH 1 TEST HOLE LCCATI©N, NUMBER ------4'---- PROPOSED WATER SERVICE E OVERHEAD ELECTRIC WIRES (IF SHOWN; UE UNDERGROUNET ELECTRIC WIRES (IF MARKED) �.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 6'-- EXISTING CONTOUR -8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) EXISTIND DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, KOT ALL SHOWN) *SE:-' PETITIONERS PLAN FOR CASE NO. '3018 FOR THESE DIMENSIONS N /F BOUVIER 0 TEST HOLE DATE: March 22, 2( 12 4 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Eyaluatol ARE PROPOSED WITNESSED BY: Amy 'Ion Ho e, RS, CHO PERC RA -E: <2'-C O"/incl (C layer) 14 131 SC;IL SURJEY(1993): Carve coarsl= sand Bottom =food Prop. Top Fcund, GEOLOGIC MAP(1986): Harw'ch out Rash pain deposits 36"'i Vent=11.5 Inve't 9.55 Inver: 9.10 32- UICK4 PLUS STANDARD \ Prdfosed P'IC Use Gas Baffle l�1 W PROFILE CHAMBERS Top Sbas Invert 8.851 =10.7 9" min. rover Proposed S-1/4"/ft Ton Units=9.17 Proposed S=1/8'•/ft+ QFilter Cloth Invert 9.35 1500 CaL r 86 Proposed Septic Tenk A --------- 3 3" 120" 0 layer E Iayer t0yr 5�2 cam sand B layer 10yr 6!8 loamy sand C layer 2.5y 7,13 medium sand Q. .,.,. e_•ntrr� Inveit 8.78r5'Bottom 8.5 LOT 12 Inver: 9.02 Pro Proposed 5" Stone or compact Prcposed P 3' TEST HOLE 2 NILevel 10 4-- 8' -J I i ---:-2'-1F j.5 1 _ 1 5' DEPTH (inches) ELEV.(feet) a) 1' OF 7' USG' Ad' st not *r < 7 JOB NO. Y12-6 0 DESIGN DATA NOTES � 12-- ore A- March 2J12 -Zara A• Willow Street King.dwg 4" 1. FOCUS IS A.M.. 42, PARCEL 158. •poous =827/26 SB12/64, 2. ELEVATONS SHOWN ARE NSVD29 BASED UPON TOWN MONLMENT NO. 11 Shrub Meaiow Swamp 16" 3. _OCUS IS IN =LOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1952.zr LEACH (AREA 4. .ALL PIPES TO BE 4' SCH 40, AND PITCHED AT 1/4" PER FOOT. -UNLESS NOT D) 5. 'AUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWJ WATER. USE 32 INFILTRATOR QUICK4 PLUS STANDARD W 6. 'OMPOIJENTS TO BE AASHTO H-'0, UN -ESS NOTED. LOW PROFILE CHAMBERS, AS SHOWN, FOR A ° - 7. INLET `EE TO PROJECT DOWN 13', OUTLET TEE DOWN 14", 32' LONG BY 11'-4" IjWIDE BY 3.3" DEEP 42"a " LEACH AREA, COVER WITH FILTER CLOTH. 8. F TWO OR MORE LINES, WATER -EST D -BOX =0R EQUAL F -OW -0 448 GPD 5' REMOVAL Terr. Sosies D -BOX EXIT PIPES BE (LEVEL FOR FIRST TWO FEET. Path 9. DEPTH OF CGVPONENTS NQT TO EXCEED 3', CR VENTING MUST B_ PROVIDED. OT TO CALF COVER`: BUILD UP COVERS TO 6" BELCW GRADE--:' ON TANK, 1 ON D -BOX, 1 ON _EACHING 82" 10. STONE TO BE DOUR -E WA*3HED '1/4 TO 1 1/4" WITH 2" MIN. 1/8 TO 1 '2" PE STORE ON TOP. LOCATION MAP 11. F UNSJITABLE SOILS, OR SOILS DIFFER NG FRDM THE SOIL LOG ARE FOUND, CONTADT THE BOARD OF HEALTI-, OR R.J. CADILLAC- 12. F AN DVERDIG IS CALLED FOR EELOW, FILL MATERIAL FOR 5' ARJUND AND W DER LEACHING S TO BE CLEAN GRANULAR SAND MEE-ING SPECIFICATIONS OF 3 0 CMF: 15.2.15(3). 13. =UMP AND FI_L AN" EXISTING CESSPOCLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN _EACH AREA, AND DISPOSE OF AS DIRECTED 3Y HEALTH AGENT, LOT 12 14. ALL CONSTRLCTION TO MEET TITLE 5 AND LOJAL REGULAT'ONS. TEST HOLE 1 LOT 12 DEPTH (inches) ELEV.(feet) 0 TEST HOLE DATE: March 22, 2( 12 4 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Eyaluatol ARE PROPOSED WITNESSED BY: Amy 'Ion Ho e, RS, CHO PERC RA -E: <2'-C O"/incl (C layer) 14 131 SC;IL SURJEY(1993): Carve coarsl= sand Bottom =food Prop. Top Fcund, GEOLOGIC MAP(1986): Harw'ch out Rash pain deposits 36"'i Vent=11.5 Inve't 9.55 Inver: 9.10 32- UICK4 PLUS STANDARD \ Prdfosed P'IC Use Gas Baffle l�1 W PROFILE CHAMBERS Top Sbas Invert 8.851 =10.7 9" min. rover Proposed S-1/4"/ft Ton Units=9.17 Proposed S=1/8'•/ft+ QFilter Cloth Invert 9.35 1500 CaL r 86 Proposed Septic Tenk A --------- 3 3" 120" 0 layer E Iayer t0yr 5�2 cam sand B layer 10yr 6!8 loamy sand C layer 2.5y 7,13 medium sand Q. .,.,. e_•ntrr� Inveit 8.78r5'Bottom 8.5 LOT 12 Inver: 9.02 Pro Proposed 5" Stone or compact Prcposed P 3' TEST HOLE 2 NILevel 10 4-- 8' -J I i ---:-2'-1F j.5 1 _ 1 5' DEPTH (inches) ELEV.(feet) a) 1' OF 7' USG' Ad' st not *r < 7 N - Provided 0 DESIGN DATA � 12-- ore A- March 2J12 -Zara A• OBSERVED WATER=2.4 4" BEDR DOMS: 4 •poous is within 30C of Run bond Shrub Meaiow Swamp 16" GARBAGE GR NDER: No LEACH (AREA REQU RED CAPACITY: 44C GPD PROPOSED SEPTIC TANK: 1500 GAL. USE 32 INFILTRATOR QUICK4 PLUS STANDARD 36" EFFECTIVE LEACHING AREA: 60E.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A ° 4.73 SF/LF K 4'/UN T=18.92 S.r/UNIT 32' LONG BY 11'-4" IjWIDE BY 3.3" DEEP 42"a 32 (NITS X 18.92 S'/UNIT=302.7 S'(EFFEC_IVE) LEACH AREA, COVER WITH FILTER CLOTH. DESIGN CAPACITY: 448 GPD 5' REMOVAL [(605.4 SF) X .74 2PD/SF: DO 5'ALL AROUND AND UNDER REMOVAL DOWN 36"t TO MED:UM SAND. 1. 82" TOWN ROAD TAKIN D0AENSIONS DF LOT 12 SI --OWN APPFOXIMIATELY. BENCH MARC -TOP MAG. [JAIL IN SIDEWALK=9.6� NGVD )9 I f THIS PLAN IS A VALID COFY ONLY IF T BEARS AN ORIGINAL RCD STAMP F,ND SIGNATURE. 120" 0 layer E layer 10yr 5/2 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6,14 medium sand SITE PLAN FOR CHRIS & DIANE KING LOTS 11 & 12, BASS RIVER TERRACE, S. YARMOUTH, MA APRIL 15, 2012 I SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. 1 p I 1 c� PROFESSIONAL LAND SURVEYOR OC REGISTERED SANITARIAN P.O, BOX 258 _ WEST YARMOUTH, MA 02673 HEALTH AGENT APPROVAL DATE ( (508) 775-9700 �2012 BY R.J. CADILLAC PACE 1 OF 1