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Home My WebLink About83-1926 - Site PlanLOT 11 TEST HOLE 1 DEPTH cinches) ELEV.(feet) 0 8" 13" 32" A layer 10yr 2/2 loamy -;and E.oyer t0yr 6 2 I Inver; Iaam sand B' layer 10yr 5/8 loamy Sand C layer 2.5y 6/6 medium sand rh^^ry a r 1ar_. 8.9 6.2 74 2.7 '20 -1.1 LOT 11 TEST HOLE 2 DEPTH !'inches) ELEV.(feet) 0 13" 32" u `m 42" Q $8' 22 0 lay?r Eoyer 16yr 412 loam sand B layer 10yr 5/8 loamy 3cnd C layer 2.5y 6/6 medium sand 8.9 6.2 LOQ GRADE CHANGES TEST HO -E DATE: Morci 22, "012 ARE PROPOSED FERFORHED BY: Ron Dadilloc, Soil Evaluator VITNESSED BY: Amy Von H,me, RE, CHO FERC RATE: <2'-00"/inch (C liyer) 13.1 SDIL SURVEY(1C93): Carver coarse sand Elottom Flooc Pro). Top round. GEOLOGI, MAP(1986): Harteich ou;wash plain deposits Ven -,=11.5 Invert 9.57 Invert 9.12 Proposed QVC Use Gas Baffle Top Slob Ir vert 8.E5 10" min. cover Proposed 77 c=1/4"/ft Top Units=9.17 Proposed 5 1/8"/ft' DFilter cloth n cert 9.37 1500 'gal. Proposed Septic Tank �� ,----------- 5' ---------.�3, J„ Invert 8.7F nv rt 9.02 pro osed �--- 6" Stone or comb act P oposed p 3' S' Bottom Level I INI 2' 10 -- 1.j' -High Gro and Water=3.S -` N 5 0.8' OT 1.7 USGS Adjus'.ment N 7' Providid Using G1ASH29 DESIGN DATA March 2012--ZJne A. OBSEF:VED WATER=2.7 FIEDROQIAS: 4 'Locus i; within 310' of Run Pond Shrub MPodow SWcmp GARBAGE GRINDER: No LEACH AREA REQUIRED CAPACITY: 440 GPD PROPOSED SEP -IC TANId: 1500 CAL. USE 32 INFILTRATOR QUICK4 PLUS STANDARD EFFECTIVE LEAC-IING ATEA: 605.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A 4.73 SF/LF X 4'/UNIT=18.92 s.=/UNIT 32' LONG BY 11'-4" WIDE BY 3.3" DEEP 32 UNITS X 18,32 SFANIT=30'1.7 SF(EFFECTIVE) LEACH AREA. COVER NTH FILTER CLOTH. DESIGN 1)APACITY: 448 GPD [(605.4 SF) X .74 GPU/SF] V REMOVAL DO 5' ALL AROUND AND UNDER REMOVAL DOWN 32"± TO MEDIUM SAND. BENCH MARK --TOP D15C ON N/F CONC. BCIUND=7.37 NCVD29 SCHWELM S 4 10.8 -- 10 10.9 NCTE SCALED FLOOD LINE FROIA FIR✓1 DIF=ERS FROKI GROUND ELEVATIONS N/F BUTLER \ 9.4 107:1't W I r 1 11 10,24 . 10.59 I I 9.9 �f 3 IfTI II I I 1 RE�ERVE ` _ ... ......... . : •::C i.i fF.'•r:>:.:.1 t q _ 74 ` t 1 ... . .} 10.1 (, 37 6,51 \\ �� c,; N (.....}::i:: ..... } 0 8 j Ulu LOT 11 1` 1 O rn 1 N ;i I. o li:i•: 0' \1 x f II'j'y ' 38 \ 7,4 57 � 9.1 I >� s;?: 1 �.?:. 11 ' 1 .:: .......... _-� 15 345±S.F. t:>s: 1 .............. } 1 rn 1 : f "•: } 9.8 \, 1 i0.1C v 11 J r - ., i 4 � - 8.1 C,., , �O �F ..:.: `:;. a1 �,3 \ ... 11, 10,1 9.a 11,2 ,gpAR�:. 10 i -f-.^ :}. i ; x !-. ;: ----� 31' N }T1II / U h O Op 1 .... L4 ✓ cR pTTRF ' o Arc r - <: - n o' Za' �� ;. - CF ^. t '..:" es +3 i POSED N 1i Iy 6.73 r>• / �� 9 r ' 1 1 ---=.,� PRO \117x'4 BEDR00� on p \ \ i iJ 3e'. 8.9 9.0 I `'`°' L1 N G I I --� P o��„11,4}8,9 i w I m m DWEL a 7 63 , 6.1 f 7. s Ve , i' x11.2 e�`O OSF TH I ° ° I H I Crawl Space 31'' CF 'D ^ W w 24.4 =4- 9,6 11,2 'o :::.:..: C oy j/�/ v'•... 23 9 7 .1 \�Sy3i 6 \ J 1 / :•'''F: pooe7 . 8,8 ' x11.2 '�� / 1 �: � • r to 1 1 ' 0 94 00 9 .5 9.77r 1 12 x11.2 t H 2 6� LOT 1 1;�\ \\ '.16�`'� R 1` �c'1 r •-. _. -c 9 9.7 �9.3 4PROVIDE 3" DJCTI-E 0-89 93�/ Fn . IRON PIPE JNDER 88 9.3 I DRIVE --MATCH TO v7 674 .8 JR5 �� 11 . . 7.05 \.� 7.55 -,.1 :\ �� 1 1�i�_ ` 0,09.4 EXISTING DRHINAgI7E '�,4 ��. a SWr-}.�E„_,, '� 9.3a 9.62 7 70,72'` 53 F. 9.1 X9,0 4 9. 8.7 1 �� 9.5 8,6 8,95 II N/F F\ c I TUERS �\ = 8,19 .8.38 �,/ 8,69 9.0 11 F EXISTING DRAINAGE SWALE 9 9'4 RESEED DISTURBED AREAS „o l 9.34 8,7 Irl 9.37 9,63 I - LEGEND TH 1 TEST HOLE LOCATION, NUMBER -.-.- )1I_-- PROPOSED WATER SERVICE E OVERHEAD ELECTRIC WIRE`.; (IF clHOWN' UE UNDERGROUNC ELECTRIC MIRES (IF MARKED) PN $ P EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) S EXISTING CONTOUR -8--- PROPOSED CCNTOUF 0 UTILITY POLE (IF SHOWN) E EXISTIN,3 DRAINAGE CATCI- BASIN x - FENCE IF SHDWN, [JOT ALL SHOWN) ~ .f TREE (IF SHOWN, hOT ALL SHOWN) *SEE PET[TIONEF'S PLAN FOS CASE NO. '3018 FOR THESE DIMENSIONS 0 TEST HOLE DATE: March 22, 2012 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Eialuator- 4" ARE PROPOSED WITNESSED BY: Amy `/on Hoie, RS, CHO PERC RA -E: <2'-CO"/incn (C layer) 14 13.1 SCIL SUR✓EY(1993): Carve' coarse sand Prop. Tap Fcund. GEOLOGIC MAP(1986): HarW ch cutwash pain deposits 36 Bottom =food Vent=11.5 Invert 9.55 Inver; 9.10 32--QUICK4 PLUS STANDARD PrdFased P'dC Use Gas Baffle' LOW PROFILE CHAMBERS Top Slao Inv rt 8 SE =10.� Proposed S=1/4"/ft 77 9" min, i;over Top Unfts=9.17 , Fropose.d s=1/8"/ft+ @"filter Ck,th Invert 9.35 1500 Cal. 1 86' Proposed Septic Tank -- 3.3' 0 Layer layer 10yr 5/2 loam/ sand B layer 10yr 5,18 loamy sand C layer 2.5y 7,13 medium sand it JOB NO. Y12-6- Willow Street I Inver; 9.02 Propose King.dwg 8.5 ' 1. ICCUS IS A.N. 42, PARCEL 158. =1327/26 SB'2/64 N 2. ELEVATONS EHOWN ARE NGVD29 BASE[, UPON TOWN MONLMENT NO. 11 I 8' -� 2' 16" 3. -OCUS IS IN =LOOD ZONE All(EL 11) : B OP. FIRM DATED JULY 2, 19x2. i-- -al-Igh I 1 5' 4. ALL PIPES TO BE 4' SCH 40, AND PITCHED AT 1/4" PER FOOT. UNLESS NOTED) DEPTH (inches) ELEV.(feet) 5. 'JIUNICIPAL W/TER I`_ AVAILABLE. LOTS WITHIP 100' ARE ON TOW4 WAFER. OP '.7' USG'; Adjustment 36" 6. COMPO'JENTS TO BE AASHTO H-' 0, UN -ESS NOTED, LOW PROFILE CHAMBERS, AS SHOWN, FOR A W m rt 7. ALET -EE TO PROJECT DOWN 13'', OUTLET TEC DOWN 14". 32' LONG BY 11'-4" WIDE BY 3.3" DEEP " 8. iF TWO OR MORE LINES, WATER -EST D -BOX =0R EQUAL E -OW 42,1 DESIGN CAPACITY: 448 GPD D -BOX EXIT PIPES '-0 BE LEVEL FOR FIRST T!VO FEET. ^ Terr. '3osies Path 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', CR VENTING MUST BE RO"IDED. dOT TO COVERS: BUILD UP 1"OVERS TO 6" BELCW GRADE--� ON TANK, 1 ON D -BOX, 1 ON -EACHING CALE 10. STONE TO BE DOUB_E WASHED ;/4 TO 1 1/2" WITI-i 2" MIN. 1/8, TO 11'2" PEA STONE ON TOP. 11. F UNSJITABLE SOILS, OR z1OILS DIFFERING FRJM THE SOIL LOG ARE FO`JND, LOCATION MAP IONTA:T THE BOARD OF HEALTr, OR R.J. CADILLAC. 120" 12. F AN JVERDIG IS CALLED FOR EELOW, FILL MATERIAL FOR 5' AR•DUIND AND U[JDER LEACHING S TO 3E CLEAN GKANULAR SAN) MEE-ING SPECIFICATIONS OF 3 0 CMF: 15.2E5(3). 13. =UMP AND FI -L AN`" EXISTING CESSPOCLS. REMOVE ANY :LOGGED1 SOIL, BLOCK, AN) STONE IN _EACH AREA, AND DISPOSE OF ti,S DIRECTED 3Y HEALTH /GENT, LOT 12 14. ALL CCJNSTRLCT10N TO MEET TITLE 5 AND LORAL REGULATIONS. TEST HOLE 1 LOT 12 DEPTH(inches) ELEVI 0 TEST HOLE DATE: March 22, 2012 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Eialuator- 4" ARE PROPOSED WITNESSED BY: Amy `/on Hoie, RS, CHO PERC RA -E: <2'-CO"/incn (C layer) 14 13.1 SCIL SUR✓EY(1993): Carve' coarse sand Prop. Tap Fcund. GEOLOGIC MAP(1986): HarW ch cutwash pain deposits 36 Bottom =food Vent=11.5 Invert 9.55 Inver; 9.10 32--QUICK4 PLUS STANDARD PrdFased P'dC Use Gas Baffle' LOW PROFILE CHAMBERS Top Slao Inv rt 8 SE =10.� Proposed S=1/4"/ft 77 9" min, i;over Top Unfts=9.17 , Fropose.d s=1/8"/ft+ @"filter Ck,th Invert 9.35 1500 Cal. 1 86' Proposed Septic Tank -- 3.3' 0 Layer layer 10yr 5/2 loam/ sand B layer 10yr 5,18 loamy sand C layer 2.5y 7,13 medium sand DESIGN DATA Invert 8.78 7 Providdc: Using MISH29 N March (D A• Q I Inver; 9.02 Propose OBSERVf.D WATER -2.4 8.5 ' LOT 12 p 5" Stone or com c Ct Prcaosed 3 P I f,ocus is .vithin 3OC of Run Pond 5 Bottom TEST HOLE 2 1 10,N' 10' I 8' -� 2' 16" Level i-- -al-Igh I 1 5' REQU RED CAPACITY: around Wa[er=3.5 DEPTH (inches) ELEV.(feet) CD 1.1' OP '.7' USG'; Adjustment 36" DESIGN DATA 7 Providdc: Using MISH29 N March (D A• Q OBSERVf.D WATER -2.4 4" BEDR')OMS: 4 f,ocus is .vithin 3OC of Run Pond GARBAGE GRNDER: No 9nrub Mealow Swamp 16" LEACH AREA REQU RED CAPACITY: 44C GPD PROPDSED SEPTIC TANK: 15011 GAL. USE 32 INFILTRATOR QUICK4 PLUS STANDARD 36" EFFECTIVE LEACHING AREA: 608.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A U 4.73 SF/LF X 4'/UN T=18.92 S.F/UNIT 32' LONG BY 11'-4" WIDE BY 3.3" DEEP 32 LNITS X 18.92 5'/UNIT�302.7 57(EFFEC-IVE) LEACH AREA. COVER WITH FILTER CLOTH. 42,1 DESIGN CAPACITY: 448 GPD 5 REMOVAL [(60:5.4 SF) X .74 DPD/SF. DO 50 ALL AROUND AND UNDER REMOVAL DOWN 36 t TO MEDIUM SAND. az 120" TOWN ROAD TAKIN0 DIMENSIONS DF LOT 12 S'FOWN APPFOXIMATELY. BENCH MARC -TOP MAG. (JAIL IN SIDEWALK=9.6� NGVD29 N/F 0/ COTE THIS PLAN( IS F VALID COFY ONLY IF T BEARS N/F AN ORIGINAL RED STAMP AND SIGNATURE. BOUMER �� n JAMES( JAMES CADILLAC v CADILLAC # 1060 ` "O # 35779 . HEALTH AGENT APPROVAL DATE f E PLAN FORI 0 layer E layer 10yr5/2 loam I sand B layer 10yr 5,18 loamy sand C layer 2.5y 6,14 medium sand CHRIS & DIANE KING LOTS 11 8c 12, BASS RIPER TERRACE, S. YARMOUTH, MA APRIL 16, 2012 SCALE: 1"-20' a� N �n RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P jIO, BOX 258 11 WEST YARMOUTH, MA 02673 (508 775-9700 2012 BY R.J. CADILLAC I PAGE 1 OF 1 L,� �� 1� <. z � it