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HomeMy WebLinkAboutApp# 3-A210USE 3:1 MINIMUM I - 1 - - - \ SLOPE OUTSIDE IM ER BARRIER. (**OR EQUAL) I I L4 3g ( 1 G7 1 �H 6 2 I` O N �u x_m vi o � I 00 C/)�xm;66 O j I3EILI I� ._�3Ff_J` 40.6 in BENCH MARK --TOP OF MAG. NAILI R x 3..I, O SET IN PAVEMENT -38.22 ASSIGNED H 4 (621/2' OFF CENTER NORTH POLE do + 8--- 63' OFF NEM CORNER OF HOUSE) ......... ,_......... ........ / Prop. 3 g' Crawl .37.521.3' ........ - 21 n............. 21 + 7 38.07 I ,130.7° - 1,`3g :, (---)9.04 �. K "'C J 91 40 a of `PROPOSED 3822 y N�.3 t u j�! 0 4 BEDROOM �, C 39 �2�- .... 0 _DWELLING .. �� 3832 Basement 21 30. A •' Vi � 9 b I u �'�^� �'''j _.EXISTING i t1 HOUSE:.... 2z Prop, _ R ' .RK NIS E v \ w- 720 980 S. . TH 1 40 l 39. 39.53 HIGHPOINT IN 40.5 ROAD=40.0 I40 " 00 - c 90.75' S 88'39' E = 40.3 1� 40 i? BENCH MARK --TOP & CENTER OF N/F CONC. BOUND= 40.00 ASSIGNED BAKER TH 1 TEST HOLE LOCATION, NUMBER -PW - PROP. WATER LINE -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _meg PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOAT, NOT ALL SHOWN) J 9 �S 35.6 18" B layer 10yr 5/8 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 6A / sand loam 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN W. RTE 35.6 40" 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW _ mottles _ D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Go 3 5 48" 34'4 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. o NOT TO BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE 37.1 C layer 2.5y 5/6 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. �\ silt loam 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP Y(J 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 7 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING U IS TO BE CLEAN GRANULAR SAND MEETING REMOVE ANY OF ED CMR 15.255(3). TEST HOLE 1 I 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN J LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSIRUC110N TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 138.6 no water Z 12p" 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001 'z FOUNDATION PERFORMED BY: Ron Cadillac, Soil Evaluator 15" I o DESIGN BY OTHERS WITNESSED BY: Sean O'Brien & Bruce Murphy TEST HOLE 4 4�.1 PERC RATE: Q'-00"inch (Cl layer--TH2) 40" ti PERC RATE: G2'-00" inch C1 la layer--TH4 48" -i Top Prop.`Foundation PERC RATE: <2'-00"/inch(Cl layer--TH5 DEPTH (inches) ELEV.(feet) SOIL SURVEY(1993): Carver loamy coarse sand 72" CM 37.66 37.6 3' DEEP IMPERVIOUS BARRIER --120 L.F. OF ( D14 -X 40 MIL POLYETHYLENE (MILLER BREAKOUT**) 32' TOP BARRIER=TOP FAL- TEST HOLE 3 TER CLOTH=38.O,GRADE Fox.dwg ABOVE BARRIER=38.6 MIN Proposed USE 3:1 MINIMUM I - 1 - - - \ SLOPE OUTSIDE IM ER BARRIER. (**OR EQUAL) I I L4 3g ( 1 G7 1 �H 6 2 I` O N �u x_m vi o � I 00 C/)�xm;66 O j I3EILI I� ._�3Ff_J` 40.6 in BENCH MARK --TOP OF MAG. NAILI R x 3..I, O SET IN PAVEMENT -38.22 ASSIGNED H 4 (621/2' OFF CENTER NORTH POLE do + 8--- 63' OFF NEM CORNER OF HOUSE) ......... ,_......... ........ / Prop. 3 g' Crawl .37.521.3' ........ - 21 n............. 21 + 7 38.07 I ,130.7° - 1,`3g :, (---)9.04 �. K "'C J 91 40 a of `PROPOSED 3822 y N�.3 t u j�! 0 4 BEDROOM �, C 39 �2�- .... 0 _DWELLING .. �� 3832 Basement 21 30. A •' Vi � 9 b I u �'�^� �'''j _.EXISTING i t1 HOUSE:.... 2z Prop, _ R ' .RK NIS E v \ w- 720 980 S. . TH 1 40 l 39. 39.53 HIGHPOINT IN 40.5 ROAD=40.0 I40 " 00 - c 90.75' S 88'39' E = 40.3 1� 40 i? BENCH MARK --TOP & CENTER OF N/F CONC. BOUND= 40.00 ASSIGNED BAKER TH 1 TEST HOLE LOCATION, NUMBER -PW - PROP. WATER LINE -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _meg PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOAT, NOT ALL SHOWN) J 9 �S 35.6 18" B layer 10yr 5/8 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 6A / sand loam 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN W. RTE 35.6 40" 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW _ mottles _ D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Go 3 5 48" 34'4 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. o NOT TO BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE 37.1 C layer 2.5y 5/6 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. �\ silt loam 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP Y(J 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 7 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING U IS TO BE CLEAN GRANULAR SAND MEETING REMOVE ANY OF ED CMR 15.255(3). TEST HOLE 1 I 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN J LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSIRUC110N TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 138.6 no water Z 12p" 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001 'z FOUNDATION PERFORMED BY: Ron Cadillac, Soil Evaluator 15" I o DESIGN BY OTHERS WITNESSED BY: Sean O'Brien & Bruce Murphy TEST HOLE 4 4�.1 PERC RATE: Q'-00"inch (Cl layer--TH2) 40" ti PERC RATE: G2'-00" inch C1 la layer--TH4 48" -i Top Prop.`Foundation PERC RATE: <2'-00"/inch(Cl layer--TH5 DEPTH (inches) ELEV.(feet) SOIL SURVEY(1993): Carver loamy coarse sand 72" CM ° C.C. Bay lake deposits JOB NO. Y03-43 NOTES 12" 39.6 32' N/F TEST HOLE 3 > 39.7 Fox.dwg N/F, Proposed a? 35.0 36.7 BENNETT 114" 1. LOCUS IS A.M. 121, PARCEL 72. W < o 35.2 DEPTH (inches) ELEV.(feet) 2. ELEVATIONS SHOWN ARE ASSIGNED. 37.91 P 4 ° A layer 10yr 3/3 8. 3. 4. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) o m 0 86'51'44' W sand loam 5 MUNICIPAL WATER IS AVAILABLE LOTS WITHIN 100' ARE ON TOWN WATER r r 48" USE 3:1 MINIMUM I - 1 - - - \ SLOPE OUTSIDE IM ER BARRIER. (**OR EQUAL) I I L4 3g ( 1 G7 1 �H 6 2 I` O N �u x_m vi o � I 00 C/)�xm;66 O j I3EILI I� ._�3Ff_J` 40.6 in BENCH MARK --TOP OF MAG. NAILI R x 3..I, O SET IN PAVEMENT -38.22 ASSIGNED H 4 (621/2' OFF CENTER NORTH POLE do + 8--- 63' OFF NEM CORNER OF HOUSE) ......... ,_......... ........ / Prop. 3 g' Crawl .37.521.3' ........ - 21 n............. 21 + 7 38.07 I ,130.7° - 1,`3g :, (---)9.04 �. K "'C J 91 40 a of `PROPOSED 3822 y N�.3 t u j�! 0 4 BEDROOM �, C 39 �2�- .... 0 _DWELLING .. �� 3832 Basement 21 30. A •' Vi � 9 b I u �'�^� �'''j _.EXISTING i t1 HOUSE:.... 2z Prop, _ R ' .RK NIS E v \ w- 720 980 S. . TH 1 40 l 39. 39.53 HIGHPOINT IN 40.5 ROAD=40.0 I40 " 00 - c 90.75' S 88'39' E = 40.3 1� 40 i? BENCH MARK --TOP & CENTER OF N/F CONC. BOUND= 40.00 ASSIGNED BAKER TH 1 TEST HOLE LOCATION, NUMBER -PW - PROP. WATER LINE -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _meg PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOAT, NOT ALL SHOWN) J 9 �S 35.6 18" B layer 10yr 5/8 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 6A / sand loam 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN W. RTE 35.6 40" 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW _ mottles _ D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Go 3 5 48" 34'4 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. o NOT TO BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE 37.1 C layer 2.5y 5/6 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. �\ silt loam 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP Y(J 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 7 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING U IS TO BE CLEAN GRANULAR SAND MEETING REMOVE ANY OF ED CMR 15.255(3). TEST HOLE 1 I 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN J LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSIRUC110N TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 138.6 no water Z 12p" 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001 'z FOUNDATION PERFORMED BY: Ron Cadillac, Soil Evaluator 15" I o DESIGN BY OTHERS WITNESSED BY: Sean O'Brien & Bruce Murphy TEST HOLE 4 4�.1 PERC RATE: Q'-00"inch (Cl layer--TH2) 40" ti PERC RATE: G2'-00" inch C1 la layer--TH4 48" -i Top Prop.`Foundation PERC RATE: <2'-00"/inch(Cl layer--TH5 DEPTH (inches) ELEV.(feet) SOIL SURVEY(1993): Carver loamy coarse sand 72" CM ° C.C. Bay lake deposits 12" 39.6 32' 39.2 a > 39.7 10 CULTEC C-4 UNITS N/F, Proposed SWAN SEY 87" 39.6 114" 34.4 �,.-.-- 108" W Proposed B layer 10yr 5/6 A layer 10yr 3/4 sandy loam B layer 10yr 5/8 sandy loam no mottles C1 layer 2.5y 6/6 sandy loam (very fine) C2 layc r 2.5y 6/6 Clump silt/w sandy loam rreeEng_wcter _ 37.1 GEOLOGIC MAP(1986): C.C. Bay lake deposits Invert 38.40 DESIGN DATA Invert 39.00 use Gas Baffle sandy loam 10 CULTEC C-4 UNITS Proposed Proposed Invert 37.63 114" 34.4 �,.-.-- LEACH AREA Proposed B layer 10yr 5/6 S=3/8"/ft + 9" min. cover 37.91 BEDROOMS: 4 S=1/4"/ft TOP C-4 Unit 35.6 Proposed =1 4" ft S=1/4./ft / / Invert 38.65 1500 Gal. USE 10 CULTEC C-4 UNITS SET SIDE BY SIDE 48" - mottles =_= 136" i I Proposed z - - - - -� 4„ 168" A layer 2.5y 3/2 silt loam B layer 2.5y S 6 silt loam mottles C1 layer 2.5y 5/6 silt loam C2 layer 2.5y 5/6 loamy sand C3 layer 2.5y 5/6 silt loam tr _water 39.6 35.6 33.6 30.1 28.3 T 25.6 29.8 Invert 37.80 Invert 37.5337.2 I 6" Stone or compact Proposed Proposed I 5' Bottom TEST HOLE 2 i I I I I 1- 10' 30'- 4= 281 I-- I I m I Mottles®TH 6=32.2 DEPTH (inches) ELEV.(feet) 39.3 271 m 0 A layer 10yr 3/2 39.3 M M DESIGN DATA 17" sandy loam N LEACH AREA B layer 10yr 5/6 N C-4 S BEDROOMS: 4 loam sand 35.6 T_EST'HOLE 5 USE 10 CULTEC C-4 UNITS SET SIDE BY SIDE 48" - mottles =_= z GARBAGE GRINDER: - No -.35.3.___. WITH 4' STOi;Z ON THE SIDES AND '3 'STO'vE 34 2 West side East side REQUIRED CAPACITY: 440 GPD ON THE ENDS, FOR A 46' X 16' LEACH BED. C1 layer 2.5y 5/6 38.9 DEPTH (inches) ELEV.(feet) SEPTIC TANK: 1500 GAL 72"o medium sand 0" A iay'ei 10yr 3/4 37'6 BOTTOM LEACHING AREA: 736 SF 92" 31.6 sandy loam[(16 5 REMOVAL WITH BARRIER B layer 10yr 5 8 SIDE LEACHING AREA: 0 SF DO 5'' REMOVAL DOWN 3' TO 7' TO MEDIUM C2 layer 2.5y 5/6 36' sand loam 34.6 SAND/SANDY LOAM. (SEE TH'S 6 & 4) 39.4 42" mottles -CM - 34.1 NONE INSTALL IMPERVIOUS BARRIER, AS SHOWN. silt loam stH day DESIGN CAPACITY: 441 GPD r a < 63" loom - - - - - 32.35 [(736 SF) X .60 GPD/SF] > 38.8 C7 layer 25y 7/3 ' loamy sand TEST HOLE 6 LEACHING CROSS SECTION 120" 29.3 a 86" 31.35 n=3� gQ" - -- - - - 30.1 DEPTH (inches) ELEV.(feet) 1 C3 layer 2.5y 5/6 h f C 4 U •t h d bands of sift & ° medium sand 12" 4 124" "ec i i v:cter 27.3 L9---- " no water 25 6 32" 144 � 48" ZONING DISTRfCT: R-40 . 84" FRONT YARD 30' 39.8 SIDE YARD 20' REAR YARD 20' 114" BUILDING COVERAGE 25% 132^ THIS PLAN IS A VALID COPY ONLY IF 39.72 IT BEARS AN ORIGINAL RED STAMP A layer 10yr 3/4 sandy loam B layer 10yr 5/8 sandy loam Mottles Ti layer 2.5y T/3 sandy loam & silt C2 layer 2.5y 7/2 medium sand weepina water - C3 layer silt 36.2 Lay perforated pipe level between umps o - m s, as own, cap en . Use 410 ter cloth, no peastone. Pq Stone Stone I8,5' 33.5 �1 32.2 16' 29.2 26.7 25.2 SITE PLAN FOR AND SIGNATURE. 144 24.2 GREGORY 8c SUSAN FOX HEALTH AGENT APPROVAL LOT 2, 12 VESPER LANE, YARMOUTHPORT, MA SEPTEMBER 17, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700 PAGE 1 OF 1 ©2003 BY R.J. CADILLAC Lel C u 1 2 3 n REAR EE EVATION 1/4.. = " —O" 1 I 2 I 3 RIGHT ELEVATION 1/4" = l'—O" 4 I 5 IINDOW HEADER N � I 1 � M DP OF WALL c RAFTER PLATE DP OF WALL & RAFTER PLATE D BOX BAY cl (A 4 5 n REAR EE EVATION 1/4.. = " —O" 1 I 2 I 3 RIGHT ELEVATION 1/4" = l'—O" 4 I 5 IINDOW HEADER N � I 1 � M DP OF WALL c RAFTER PLATE DP OF WALL & RAFTER PLATE D BOX BAY cl �ECcIV�c� 7,"9 D (A 3 r �ECcIV�c� 7,"9 D PROJECT NUMBER: 292003 ISSUED: 10-22-03 DRAWN BY: A CHECKED BY: FILENAME: wl (A r w (wr) z� U U V) Z W (/) Lli IZ Q ® W a CA uj X `— ® O ILL n N = I- f- � 0 O B PROJECT NUMBER: 292003 ISSUED: 10-22-03 DRAWN BY: A CHECKED BY: FILENAME: wl .IJ'.,;'ni IT (..i V 1, I 400 A3-43 TEST HOLE 3 NOTES Fox.dwg r N/F 35.0 1. LOCUS IS A.M. 121, PARCEL 72. 2w3 0T 23 ',(1 13: 37 s P 57,66 36,7 BENNETT - 35._ pEpT}t (inches) ELEV.(feet) 2. ELEVATIONS SHOWN ARE ASSIGNED. o 364 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 199. a a 3' DEEP IMPERVIOUS 37'6 0 A layer t0yr 3/3 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. ( t NOTED (- l c sandy loom 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN 'Nd E12JLI ED BARRIER --120 L.F. OF X 86.51'44" W 6A 40 MIL POLYETHYLENE 5 S ' 35.6 18" B layer t0yr 5 8 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. RTE (MILLER BREAKOUT**) I N 91.17 / sand loam 7. INLET TEE TO PROJECT DOWN 13 OUTLET TEE DOWN 14 OP BARRIER=TOP FIL- 35.6 40» 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW h TER CLOTH=38.O,GRADE mottles D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. o NOT TO ABOVE BARRIER=38.6 MIN I 12 - - - 48^ - - 34.4 9• DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. USE 3:1 MINIMUM 3 5IN SCALE SLOPE OUTSIDE IMPER BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. 3 BARRIER. (**OR EQUAL) I 36.0 . 371 C layer 2.5y 5/6 10 STONENE D O BE VER 0 DOUBLE WAF TANK TO SHED 3/4 TO 1 1OF /2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 1 I 36 silt loam 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 47 I' I N CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1 I 3 7 '3 i H 6 i 0 j ru 36.7 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING TEST HOLE 1 12 0 �I L to I IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 00 0 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL BLOCK, AND STONE IN V) I 7 I ( I 1 x < 6.6 ro I LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(39.6 I I x r 3 39.6 1 I ) I H 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 A layer 2.5y 3/2 qt no water 284 TEST HOLE DATE: 6/08/2000 & 9/25/2001 silt loam 7.6 38.6 120" PERFORMED BY: Ron Cadillac, Soil Evaluator 15" B layer 2.5 5 6 rn I I ¢ FOUNDATION WITNESSED BY: Sean O'Brien &Bruce Murphy silt loam I , k Ja DESIGN BY OTHERS inch (C1 la r TH2) 35.6 TI I 1 J 40x6 TEST HOLE 4 42,1 PERC RATE: <2;-00"/ (( to -- )) 40 -mottles - /V PERC RATE: <2 -00"/inch C7 layer--TH4 48" C1 layer 2.5y 5/6 <2'-00" inch C1 layer--TH5 72" silt loam 33.6 12' Top Prop. Foundation PERC RATE: / BENCH MARK --TOP OF MAG. NAIL I ,A y 3 1� p 9,4 DEPTH (inches) ELEV.(feet) SOIL GIC M P(198: Carver loamy coarse sand SET IN PAVEMENT=38.22 ASSIGNED H 4 0 37.1 GEOLOGIC MAP(1986): C.C. Bay lake deposits C2 layer 2.5y 5/6 (64 ��, OFF CENTER NORTH POLE & 31 > �•, Pno yer 10yr 3/4 Invert 38.40 loamy sand 63 OFF NEAR CORNER OF HOUSE] 21' 12 Baffle 0 CULTEC C-4 UNITS 114"0.1 - - "andy loam Invert 39 00 as Ba t 373 3i 1m m / Prop. yer t0yr 5 8Use o Inver 63o o 39,6 andy loam Proposed Proposedproposed 3„92 0 13� Crawl 32• 34.4 37.91 C3 layer 2.5y 5/6 silt loamer = " Co OP C-4 UnitS-3/8 �ft + 9 min. ver37 , L_ �..... a mottles $=1/4"/ft L9 83 - - - 21.3 Proposed 5=1 /4"/ft - ^ - 136" wee in water 2 39.2 a] C1 layer g•5y 6/6 Invert 38.65 1500 Gal. _ _ \ / + 39,7 sandy loam -" Proposed 4" 168" 25.6 7 1 38.07 / IND N F (very fine) T / 1 37.2 0'7 � 132? �9� ��: swANSEY87" 29.8 I Invert 37.80 Invert 37.53 5' Bottom TEST HOLE 2 3S 1 C2 layer 2.5y 6/6 6» Stone or compact Proposed Proposed H- A 3 .40 clump s It/w 1 I I I I ro I_ 1 -E Z o a >: `PROPOSED 4'- DEPTH (inches) ELEV.(feet) SN of M 39.6 sandy loam r-- 10' 30- 38.22 N 3812 1 0 4 BEQROOM we=pi_^.g-water 28.1 -� r- I I -I Mottles®TH 6=32.2 0 39.3 108" -- m A layer tOyr 3/2 w sandy loam 99 T _DwELUNG 39.- 0 120" 2z1 DESIGN DATA 17^ 8 layer 10yr 5 s - Basement:: 21 M 0 LEACH AREA m sand 35.6 33.32 x 1 - 44" loo n 0 N o BEDROOMS: 4 USE 10 CULTEC C-4 UNITS SET SIDE BY SIDE 48" mottles 35.3 a .� -- d as Z TEST HOLE 5 GARBAGE GRINDER: No WITH 4' STONE ON THE SIDES AND 3' STONE Tj Ct layer 2.5y 5/6 C\ West side East side REQUIRED CAPACITY: 440 GPD ON THE ENDS, FOR A 46' X 16' LEACH BED. a medium sand o i9 7 7' 39.6 39.2 38.9 DEPTH (inches) ELEV.(feet) 1500 GAL. 72»a 37.6 SEPTIC TANK: 92" 31.6 P 0" A layer 10 3/4 BOTTOM LEACHING AREA: 736 SF 5' REMOVAL WITH BARRIER z O EXISTING J \ i sandy loam [(16' X 46')] 23. 8" B layer 10 5 8 0 SF DO 5' REMOVAL DOWN 3' TO 7' TO MEDIUM C2 layer 2.5y 5/6 W HOUSE N SIDE LEACHING AREA: SAND/SANDY LOAM.. (SEE TH'S 6 & 4) TH 2 r 36" sand loam 34.6 NONE silt loam 3cZ, m m - Prop. 39 q mottles �1A 341 INSTALL IMPERVIOUS BARRIER, AS SHOWN. �Ctl loo Crawl 42» silt lalooay DESIGN CAPACITY: 441 GPD 39.3 1 _ ^9.T 23, q - - - - - 32.35 [(736 SF) X .60 GPD/SF] d LPROP. L_ s3" Ct layer 9Sr 7/3 120" 2s.3 Xil_P PARKING E Sae loamy sand TEST HOLE 6 LEACHING CROSS SECTION ............ 86" a - - - - - 31.35 1' 3, LOT 2 90" 30.1 DEPTH (inches) ELEV.(feet) C3 layer 2.5y 5/6 0 36.2 Lay perforated pipe level between humps of C-4 Units, as shown, cap end. 20' ^ �O C. C 391 A layer 10yr 3/4 Use 410 filter cloth, no peastone. 8.7 • 39.1 y J r bands of silt & }I medium sand - 12. sandy loam lziz ` ` �. Stone I 39.0 - B layer 10yr 5 8 Stone 39.4 wee�eiw'0`•e` 27.3 _ 124" - sand loam 33.5 32 mottles 16' 144^ no water 25.6 48" C1 layer 2.5y 7 3 32.2 39.3 4 sandy loam & silt 84" 29.2 TH 1 39 � 40 40.0 ZONING DISTRICT: R-40 C2 layer 2.5y 7/2 FRONT YARD 30' medium sand 39. SIDE YARD 20 398 20' 114" -weeZq water 26.7 39.53 REAR YARD SITE PLAN 40.5 BUILDING COVERAGE 25% 132" 25.2 HIGHPOINT IN C3 layer FOR ROAD=40.0 I THIS PLAN IS A VALID COPY ONLY IF Gilt 40 so.75' IT BEARS AN ORIGINAL RED STAMP 44- GREGORY & SUSAN FOX S 8839' E 40,3 3972 AND. SIGNATURE. 24.2 } 40.19 BENCH MARK --TOP &CENTER OF N/F - , . LOT 2, 12 VESPER LANE, YARMOUTHPORT, MA CONC. BOUND= 40.00 ASSIGNED BAKER ars Ro SEPTEMBER 179 2003 SCALE: 1"=20' LEQEN ,o JA11' o _,� al TH 1 TEST HOLE LOCATION, NUMBER _�� RONALD J. CADILLAC, PLS, RS --PW - PROP. WATER LINE �p �Fc,ST a ,,�tCFFs"0 : --E- OVERHEAD ELECTRIC WIRES (IF SHOWN) sA,ti,17 R P% l PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN . 9 x8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ri 6 0 P.O. BOX 258 ,�--6 EXISTING CONTOUR PROPOSED CONTOUR NTouR (508) 775-9700 PAGE 1 OF 1 WEST YARMOUTH, MA 02673 8 UTILITY POLE (IFNT SHOWN) -- x - FENCE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE C 2003 BY R.J. CADILLAC TREE (IF SHOWN, NOT ALL SHOWN) _O C6 Cn