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Home My WebLink About83-1893 - Site Plan 3LOT 11 TEST HALE 1 DEPTH (inches) ELEV.(feet) 0 8" 13" 32" 74 20' A layer tOyr 2/2 loamy sand E oyer 10yr 6 loamy sand B layer 10yr 5/8 loamy .,,and C layer 2,5y 6/6 medium sand 8.9 6.2 2.7 -1.1 a LOT ,11 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 4" 13" 32" 42" a 88 11 22' 0 layer E oyer 10yr 4/- f -loamy sand B: layer 10yr 5/8 loamy sand C layer 2.5y 6/6 medium sand 8.9 6.2 Bottom Flood Vent=11.5 Top Slob =101.5 LOT 11 GRADE 'CHANGES TEST HOLE DATE: Morel 22, 2012 Soil ARE PROPOSED FERFORMED BY: Ron Cadillac, Evoluolor PERFORMED BY: WITNESS_D BY: Amy Von Hone, RS, CHO ARE PROPOSED PERO RATE: <2'-00"/inch (C layer) 13.1 SDIL SURVEY(1993): Carver coer>e sand Pro:). Top Found. GEOLOGIC MAP(1986): Harwich outwash plain de+posits, Insert 9.57. Invert 9.12 Proposed QVC Use Gas Baffle Ir vert 8.85 .1 Prop. Top Fcund. Fro osed Bettom =food Vent=11.5 Inve t 9.55 Inver: 32--QUICK4 PLUS STANDARD P ProF.osed P'yC � LOW PROFILE CHAMBERS s B Use Gas Baffle Invert 8.85 Top Sloo Proposed =10,5 - T S=1/4"/ft 9° min. r„over Top Units=9.17 Propose S_ 1/8'/ft @-filter Cloth Invert 9.35 1500 Gal. Proposed Septic Tank V---------- I /l T3.3, /� Invert 8.78Inver-. 9.02 8.5 kmp(ct Proposed 5 8" Stone or CPrcoosed 3' i Level I 10 I I I g' ---i N I 2' tl • I- �Figh Ground Water= I i-- , Bottom Flood Vent=11.5 Top Slob =101.5 LOT 11 GRADE 'CHANGES TEST HOLE DATE: Morel 22, 2012 Soil ARE PROPOSED FERFORMED BY: Ron Cadillac, Evoluolor PERFORMED BY: WITNESS_D BY: Amy Von Hone, RS, CHO ARE PROPOSED PERO RATE: <2'-00"/inch (C layer) 13.1 SDIL SURVEY(1993): Carver coer>e sand Pro:). Top Found. GEOLOGIC MAP(1986): Harwich outwash plain de+posits, Insert 9.57. Invert 9.12 Proposed QVC Use Gas Baffle Ir vert 8.85 .1 Prop. Top Fcund. Fro osed 9" min. cover P '� c,=1 /4" /ft Proposed S=1 /8"/ft+ In vert 9.37 1500 Gal. Proposed Septic Tank nkert 8.7E v .'rt 9.02 - proposed 6" Stone o compact P oposed 3' I - I N 10' 2' I - 1 J' -a • ' I I _ 5 ' m 7' DESIGN DATA BEDROOMS: 4 GARBAGE GRIN4ER: No REQUIRED CAPACITY: 440 GPD PROPOSED SEP -1C TANK: 1500 CAL. EFFECTIVE LEAC-IING AFEA: 605.4 5F 4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT 32 UNITS X 18.32 SF/LNIT=3X.7 SF(EFFECTIVE) DESIGN CAPACITY: 448 GPD [(605.4 SF) X .74 GPD/SF] \1e C F .a PROVIDE 8" DJCTI-E IRON PIPE UNDER DRIVE --MATCH TO c w : EXISTING DRAINAGE SWA-E I i I I LEACH AREA Top Unit =9.17 4RIter Cloth `x_13.3„ 8.5 0 HighlGro,nd Water -3.5 0.8- Or 1.7' UCGS Adjustment Providad Using 1AASH29 March 2012--2,ne A. OBSERVED WA1iER=2.7 -Locus i; within 370' of Ron Pond Shrub Meadow Sw<mp USE 32 INFILTRATOR QUICK4 PLUS STANDARD LOW PROFILE CHAMBERS, AS SHOWN, FOR A 32' LONG BY 1i'-4" WIDE BY 3.3" DEEP LEACH AREA. COVER WITH FILTER CLOTH. 5' REMOVAL DO 5' ALL AROUND AND UNDER REMOVAL DOWN 32"± TO MEDIUM SAND. LEGEND TH 1 TEST HOLE LOCATION, NUMBER - -`f-- PROPOSED WATER SERVICE E OVERHEAD ELECTRIC WIRES (IF SHOWN; -JJL UNDERC-ROUNE, ELECTRIC %'JIRES (IF MARKED) g 5 , $ 7 EXISTING & PROPOSED ELEVATIONS ('X"- MARKS POINT) '6-- - EXISTING CONTOUR _8- PROPOSED CCNTOUF' 0 UTILITY POLE (IF SHOWN) I£ EXISTIN^- DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) T'EE (IF SHOWN, NOT ALL SHOWN) *SE. PETITIONERS PLAN FOR CASE N0. '3018 FOR T-lESE DIMENSIONS NOTE SCALED FLOOD LINE FROV FIR'vi DIF=ERS FROKI GROUND ELEVATION} NOTES 4ing.deJg 1. LOCUS IS A.M'. 42, PARCEL 158. =627}?6 SI 2. ELEVATONS SHOWN ARE N;,VD29 BASED UPON TOWI� MONLMENT NO. 11. 3. LOCUS IS IN =LOOD ZONE A11(EL. 11) d: B ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4' SCH 40, AND PITCHED -AT 1/4" PER FOOT. UNLESS NOTED) 5. IIAUNICI�AL WATER IS AVAILABLE. LOTS WITHIl' 100' ARE 0'1 TOWWATER. 6. COMPONENTS TO BE AASHTO H-'0, UN -ESS NOTED. 7. NLET -EE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LILIES, WATER -EST D -BOX -OR EQUAL F -OW D -BOX EXIT PIPES -0 BE LEVEL FOR FIRST T!VO FEET, 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', CR VENTING 'MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 5" BELCW GRADE --2 ON TANK, 1 ON D -BOX; 1 ON _EACHING 10. STONE TO BE DOUB E wk5HED °/4 TO 1 1/2." WITH 2" MIN. 1/8. TO 1/2" PEA STONE ON TOP. 11. F UNSJITABL= SOILS, OR :SOILS DIFFER NG FRDM THE SOIL LOG ARE FOUND, 'ONTA:T THE BOARD OF HEALTr-, OR R.J. CADILLAC. 12. F AN :DVERDIG IS CALLED FOR EELOW, FILL MATERIAL FOR 5' ARuDUND AND UNDER LEACHING S TO BE CLEAN GRANULAR SAND MEE-1NG SPECIFICATIONS OF 3 0 CMF: 15.2:5(3). 13. SUMP AND FI -L AN" EXISTING CESSPOOLS. REMOVE ANY "LOGGED SOIL, BLOCK, AND STONE IN -EACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRLCTION TO MEET TITLE 5 AND LO -,AL REGULATONS. LOT 12 (U1.1' OF '.7' USD3 AdNstmsnt < 7 Provided Using MASH29 DESIGN DATA MarERV--D --Zane "` - OBSERVED WATER -2.4 BEDROOMS: 4 ocus isvithln 30C' of Run. Pond nrub Mealow Swamp GARBAGE GRINDER: No LEACH AREA REQU RED CAPACITY: 44C GPD PROPDSED 'SEPTIC TANK: 150;) GAL. USE 32 INFILTRATOR QUICK4 PLUS. STANDARD EFFECTIVE LEACHING AREA: 60',4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A 4.73 SF/LF X 4'/UK T=18.92 s.F/unlT 32' LONG BY 11'-4" WIDE BY 3.3" DEEP 32 (NITS X 18.92 S-/UNIT=302.7 57(EFFEC-IVE) LEACH AREA. COVER WITH FILTER CLOTH. DESIGN CAPACITY: 448 GPD 5' RENOVAL [(605.4 SF) X .74 ;PD/SF: DO 5' ALL AROUND AND UNDER REMOVAL DOWN 36"f TO MEDIUM SAND. TOWN ROAD TAKIN DIVENSLONS DF LCIT 12 SI -OWN APPFOXIMATELY. THIS PLAID IS E', VALID COF Y ONLY IF T BEARS N,F AN ORIGIrIAL RED STAMP AND SIGNATURE. BOUVIER n HEALTH AGENT APPROVAL DATE SITE PLAN FOR LOT 12 TEST HOLE 1 DEPTH (inches) ELEV.(fe(t) 0 4" 14 36" 86" 120' 0 'layer E layer 10yr 5/2 loamy sand B layer 10yr 5/6 loamy sand C layer 2.5y 7/3 medium sand r=-- 9.6 C:�1 2.4 -0.4 LOT 12 TEST HOLE 2 DEPTH (inches) ELEV.(fe(t) 0 4" 16 36" V 42"� 82" 120' 0 Nayer E layer 10yr 5/2 loamy sand B layer 10yr 5,'8 loamy sand C layer 2.5y 6/4 medium sand Yarmouth Conservation Commission, MAY ()3 7n1� RECEIVED CHRIS & DIANE KING 9.1 a 2.3 -0.9 LOTS 11 & 12, BASS RIVER TERRACE, S. YARMOUTH, MA APRIL 16, 2012 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 2012 BY R.J. CADILLAC (508) 775-9700 PACE 1 OF 1 TEST HOLE DATE: March 22, 2012 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY: Amy ban Ho'1e, RS, CHO PERC RA -E: <2'-C'0"/inch (C layer) 13.1 SCIL SURJEY(1993): Carve, coarse sand GEOLOGIC MAP(1986): Horw`ch outuash pain deposits Prop. Top Fcund. Bettom =food Vent=11.5 Inve t 9.55 Inver: 32--QUICK4 PLUS STANDARD P ProF.osed P'yC � LOW PROFILE CHAMBERS s B Use Gas Baffle Invert 8.85 Top Sloo Proposed =10,5 - T S=1/4"/ft 9° min. r„over Top Units=9.17 Propose S_ 1/8'/ft @-filter Cloth Invert 9.35 1500 Gal. Proposed Septic Tank V---------- I /l T3.3, /� Invert 8.78Inver-. 9.02 8.5 kmp(ct Proposed 5 8" Stone or CPrcoosed 3' i Level I 10 I I I g' ---i N I 2' tl • I- �Figh Ground Water= I i-- (U1.1' OF '.7' USD3 AdNstmsnt < 7 Provided Using MASH29 DESIGN DATA MarERV--D --Zane "` - OBSERVED WATER -2.4 BEDROOMS: 4 ocus isvithln 30C' of Run. Pond nrub Mealow Swamp GARBAGE GRINDER: No LEACH AREA REQU RED CAPACITY: 44C GPD PROPDSED 'SEPTIC TANK: 150;) GAL. USE 32 INFILTRATOR QUICK4 PLUS. STANDARD EFFECTIVE LEACHING AREA: 60',4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A 4.73 SF/LF X 4'/UK T=18.92 s.F/unlT 32' LONG BY 11'-4" WIDE BY 3.3" DEEP 32 (NITS X 18.92 S-/UNIT=302.7 57(EFFEC-IVE) LEACH AREA. COVER WITH FILTER CLOTH. DESIGN CAPACITY: 448 GPD 5' RENOVAL [(605.4 SF) X .74 ;PD/SF: DO 5' ALL AROUND AND UNDER REMOVAL DOWN 36"f TO MEDIUM SAND. TOWN ROAD TAKIN DIVENSLONS DF LCIT 12 SI -OWN APPFOXIMATELY. THIS PLAID IS E', VALID COF Y ONLY IF T BEARS N,F AN ORIGIrIAL RED STAMP AND SIGNATURE. BOUVIER n HEALTH AGENT APPROVAL DATE SITE PLAN FOR LOT 12 TEST HOLE 1 DEPTH (inches) ELEV.(fe(t) 0 4" 14 36" 86" 120' 0 'layer E layer 10yr 5/2 loamy sand B layer 10yr 5/6 loamy sand C layer 2.5y 7/3 medium sand r=-- 9.6 C:�1 2.4 -0.4 LOT 12 TEST HOLE 2 DEPTH (inches) ELEV.(fe(t) 0 4" 16 36" V 42"� 82" 120' 0 Nayer E layer 10yr 5/2 loamy sand B layer 10yr 5,'8 loamy sand C layer 2.5y 6/4 medium sand Yarmouth Conservation Commission, MAY ()3 7n1� RECEIVED CHRIS & DIANE KING 9.1 a 2.3 -0.9 LOTS 11 & 12, BASS RIVER TERRACE, S. YARMOUTH, MA APRIL 16, 2012 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 2012 BY R.J. CADILLAC (508) 775-9700 PACE 1 OF 1