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Home My WebLink AboutEngineered Plan - Rev. 200338.4 3. 4. 3 DEEP IMPERVIOUS BARRIER --120 L.F. OF-�•=-_ X 86'51'44" I 0 r 40 MIL POLYETHYLENE �SS 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. ( MILLER BREAKOUT** 91.17 ,c.F )- N 35,6 18" JOB NO. Y03-43 COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. R•f 6A TER CLOTH 38.0 GRADE N/F BAKER TEST HOLE 3 y NOTES 48" Fox.dw 9 9_ DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.o 37.66 36.7 BENNETT x 35. ' 37 r x 35 ,01. _ DEPTH (inches) ELEV.(feet) 1. LOCUS IS A.M. 121, 2. ELEVATIONS SHOWN 0 US IS IN FLOOD P 72. ARE ASSIGNED. ZONE C 'ON FIRM DATED JULY 2 1992 .3' 5.T N � o co o P `o a+ CD 38.4 3. 4. 3 DEEP IMPERVIOUS BARRIER --120 L.F. OF-�•=-_ X 86'51'44" I 0 r 40 MIL POLYETHYLENE �SS 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. ( MILLER BREAKOUT** 91.17 ,c.F )- N 35,6 18" = TOP BARRIER -TOP FIL I COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. R•f 6A TER CLOTH 38.0 GRADE 40 BAKER ABOVE BARRIER=38.6 MIN 12 IF TWO OR - MORE LINES, WATER -TEST D -BOX FOR EQUAL FLOW y USE 3:1 MINIMUM II - 48" SLOPE OUTSIDE 1MPER f x 3(.5 DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.o NOT TO BARRIER. **OR EQUAL ( ) I . BUILD UP COVERS TO WITHIN 1' OF GRADE. ' MORTAR CHIMNEYS IN PLACE. SCALE I I 36.0 _.I36 ' 37.1 .3' 5.T C 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 7 I41 IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, I 37 63 :: O -� 'TH 6 �..._. CONTACT THE _BOARD OF HEALTH, OR R.J. CADILLAC. , 21.3 _._LL � X r� . 7 I IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TH 1 0 0D � 00 � U TEST HOLE 1 V / :F I 9.2 I E 10Xr�,� LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) I � c? 38.4 3. 4. L C , ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4- PER FOOT. (UNLESS NOTED) ( r a 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. � P P 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. R•f 6A 7. INLET TEE TO PROJECT DOWN 13% OUTLET TEE DOWN 14". BAKER 8. IF TWO OR - MORE LINES, WATER -TEST D -BOX FOR EQUAL FLOW y 3 D -BOX ' EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 34.4 g• DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.o NOT TO 32" BUILD UP COVERS TO WITHIN 1' OF GRADE. ' MORTAR CHIMNEYS IN PLACE. SCALE = 37.5 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. .3' 5.T 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 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, I � CONTACT THE _BOARD OF HEALTH, OR R.J. CADILLAC. , 21.3 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TH 1 40.0 Q-0 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 9.2 N o_ LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) /-%L-L- H IYJ I \V V I IVIS I V ISI fib-. 1 V .. 0xq H 5 i -r. .,�� 1 3E I 4 ..I no water .: 37.6 3811-1 120 28.4 TEST HOLE DATE: 6/08/2000 & 9/25/2001 PERFORMED BY: Ron Cadillac, Soil Evaluator 15" -FOUNDATION ,_._.__: WITNESSED BY: Sean O Brien & Bruce Murphy x oDESIGN BY OTHERS " 0 PERC RATE: <2�-00�/inch C1 layer--TH2 40(3 TEST HOLE 4 40.4 C RATE: <2 -00 inch C1 la er--TH4 48" O 9.7 PER . "/. y12 N _K,... - Inch C1 la er--TH5 Top Prop. Foundation . PERC RATE. <2 00 / y BENCH MARK TOP OF MAG. NAIL ' (A .N AVEMENT=38.22 ASSIGNED , TH ,9.4 DEPTH inches) ELEV,(feet SOIL SURVEY(1993): Carver loamy coarse sand 72 SET I P ( t ) C C B 1 k d 't j V 1/2 OFF CENTER OF NORTH POLE h 8 3' OFF NEAR CORNER OF DOST. HOUSE) ( 37. 0 bands of silt & 29.3 r 21'„ � 0 12 . VESPER LOT 2, 1 2 yESf ER LANE, YARMOUTHPORT, MA Prop. 2.7-'� l BAKER HOFM � gssq� X9.4 3 92 Crawl rz 2.T x 39,6 32" I I ONALD `h = 37.5 32 .3' 5.T TH 1 39:3 d'no water :144 25.6 48" JA ES v CA I � - -- , 21.3 PROP. WATER LINE OVERHEAD ELECTRIC WIRES (IF SHOWN) L TH 1 40.0 Q-0 37.7 N .._ -. 00 8 n EXISTING & PROPOSED ELEVATIONS 'X' MARKS'' ( EXISTING CONTOUR 9.2 N o_ o? "O suR� PROFESSIONAL LAND SURVEYOR BENCH MARK --TOP & CENTER OF _ :. � � 8 21 .39:7 CONC. BOUND= 40.00 ASSIGNED x 258 9.6' .., N 8.3' x 40.5 N /F juv HIGHPOINT IN 38.07 30,7 _ `M--38 1- 38 5 9.04 1 ; SWANSEY 87" ,MEAL AGENT APPROVAL _ °r' � 9.1 90.75' --TOP FOUND., FOOTPRINT GRADES, DRIVE IT BEARS AN ORIGINAL RED 'STAMP �- TH M 3 3 ,40 PROPOSED , le 38.22 N 38.13' 1 0 M ROOM N 4 B E f� 39.6 I 3 99 DWELLING 39. 108" �x 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 layer 2.5y 6/6 clump silt/w sandy loam 37.1 GEOLOGIC MAP(1986). - ay, a e eposl s Invert 38.42 10 CULTEC C-4 UNITS Invert 39.11 Use Gas Baffle Proposed Invert 37.61 114" 34.4 Proposed p Proposed = " ft :. _L) e;- 6" cover 37.91 S 1 /4 ,/ ;� - ., ; S=1 /4"/ft TOP C-4 Unit r 38.67 Proposed S=1 /4'/ft Invert 1500 Gal. -� 136" Proposed - - - 4,. 1ss" layer 2.5y 3 A aY Y /2 silt loam B layer 2.5y 5/6 silt loam mottles C1 layyer 2.5y 5/6 S, loam C2 ,layer 2.5y 5/6 loamy sand C3 layer 2.5y 5/6 silt loam T 29.8 ( 37.2 , Invert 37.78 Invert 37.53 6" Stone or compact ProposedProposed I 5 Bottom TEST HOLE 2 II I i INI I 22 1-- 32 I I _ I 4 DEPTH (inches) ELE ' 28.1 - MottlesOTH 6=32tu .2 1 11 0' A layer 10yr 3/2 i Basement e.3 21 M M 120 27.1 DESIGN UATA - sandy loam 38.32 8.0 17"B layer 10yr 5 6 1n N i`1 LEACH AREA" loam sand r 8.7 30.7 7.3' °° N s _.� BEDROOMS: 4 _ mottles - ! _ 0.9 USE ..10 CULTEC G-4 UNI?5 SET SIDE BY SIDE 48" z TEST HOLE 5 GARBAGE GRINDER: No iD D 'STONE ' WITH 4 STONE ON THE S ES AN 3 I o- West side East side , , u C1 layer 2.5y 5/6 1 37.7 N N REQUIRED CAPACITY. , 440 GPD ON THE ENDS FOR A 46 ,X:16 LEACH BED.:, DEPTH inches ELEV (feet) medium" sand 0. SEPTIC 7n ,, ` SEPTIC TANK: 500 GAL 72"=' _*3/4 0 1 p r 7 = r:, w_ EXISTING � L.S. A layer 10yri:. C3Uii�M LEACHING AREA: l.ts .. y1 t.7 2.T sandy oam 5 REMOVAL' WITH BARRIER HOUSE 4.3 8 L(16 X 46 )] TH 2 B layer t0 5 $ , Y Yr DO 5 REMOVAL DOWN 3 TO 7 TO MEDIUM I 10 �: SIDE LEACHING AREA. 0 SF C2 layer 2.5y 5/6 39.3 Prop. �'' 36" sand loam 34.6 SAND/SANDY LOAM. (SES TH S.6 & 4) Crawl 4.3 , x 39.4 42" mottles C1A 34.1 NONE INSTALL IMPERVIOUS BARRIER, AS SHOWN. silt loam 43.3 s _ 23.2 silt clay DESIGN CAPACITY: 441 GPD r3� 39.3 r 9' .�Lj loom 736 SF X .60 GPD/SF] PROP. // x 39.5 63„ - - - 32.35 �( ) PARKING E C1 Iayer 2.5y 7/3 L_ loamy sand TEST' HOLE 6p LEACHING CROSS SECTION 120 E86" a 31.35 I 012 90" _-__ 30.1 1 =3 DEPTH (Inches) ELEV.(feet)' C3 layer 2 5y 5/6 d A layer 10yr 1 sandy loam B layer 10yr 5/8 sandy loam mottles C1 layer 2.5y 7 3 sandy ,loam & silt C2 layer 2.5y 7/2 medium` sand C3 layer silt 36.2 Lay perforated pipe level between humps of . C-4 Units, as shown, cap en . Use 410 fi ter cloth, no peastone. Stone :16.5• 33.5 32.2 16" 29.2 26.7 25.2 SITE PLAN FOR 24 2 GR EGaR Y Qp SUSAN FOX MAXIMUbd -FEASIBLE 8.7- 39,139.1 20 9bu:t I—. 0 bands of silt & 8, 39.08 � . VESPER LOT 2, 1 2 yESf ER LANE, YARMOUTHPORT, MA medium sand BAKER HOFM � gssq� X9.4 12" '" 124" - - - 27.3 I I ONALD `h SEPTEMBER 17, 2003 32 TH 1 39:3 d'no water :144 25.6 48" JA ES v CA I � 6 " PROP. WATER LINE OVERHEAD ELECTRIC WIRES (IF SHOWN) TH 1 40.0 Q-0 ZONING DISTRICT: R-40, s4 I 39, EXISTING & PROPOSED ELEVATIONS 'X' MARKS'' ( EXISTING CONTOUR POINT) �I FRONT 0' o? "O suR� PROFESSIONAL LAND SURVEYOR BENCH MARK --TOP & CENTER OF RD SIDE YARD ' :'0' PROPOSED CONTOUR 39,53 CONC. BOUND= 40.00 ASSIGNED 39.8 REAR YARD "o, 114" 258 x x 40.5 BUILDING COVERAGE 2 590 132" juv HIGHPOINT IN WEST YARMOUTH, MA 02673 D=40.0 ROA I ,MEAL AGENT APPROVAL DATE THIS PLAN IS A VALID COPY Ot LY IF PAGE 1 40 90.75' --TOP FOUND., FOOTPRINT GRADES, DRIVE IT BEARS AN ORIGINAL RED 'STAMP 2003 BY R.J. CADILLAC 39.72 144" S 8839' E' A layer 10yr 1 sandy loam B layer 10yr 5/8 sandy loam mottles C1 layer 2.5y 7 3 sandy ,loam & silt C2 layer 2.5y 7/2 medium` sand C3 layer silt 36.2 Lay perforated pipe level between humps of . C-4 Units, as shown, cap en . Use 410 fi ter cloth, no peastone. Stone :16.5• 33.5 32.2 16" 29.2 26.7 25.2 SITE PLAN FOR 24 2 GR EGaR Y Qp SUSAN FOX 35.6 33.6 30.1 28.3 25.6 (feet) 39.3 35.6 35.3 31.E MAXIMUbd -FEASIBLE COMPLIANCE APPROVALS REQUESTED: . 40.3 AND SIGNATURE. 1. VARY COVER OVER SEPTIC TANK BY 3" j6" PROVIDED]. 310CMR 15.228 (1). , N .F ' 0 HIGH POINT PROVIDED / 2. VARY TOP FOUNDATION ELEVATIONBY1.6 [0.4 AB VE ] . VESPER LOT 2, 1 2 yESf ER LANE, YARMOUTHPORT, MA LOCAL' REGULATION BAKER HOFM � gssq� ZHpFM ASSN ` RONALD ONALD `h SEPTEMBER 17, 2003 SCALE.' 1 =20 TH 1 TEST. HOLE LOCATION, NUMBER o JAM CADIL JA ES v CA - E PROP. WATER LINE OVERHEAD ELECTRIC WIRES (IF SHOWN) cisTER o� o lq Esse RONALD J. LS RS RC CADILLAC,s x 9.5 X 39.9 - /�-6--, EXISTING & PROPOSED ELEVATIONS 'X' MARKS'' ( EXISTING CONTOUR POINT) �I SgNirAR\P o? "O suR� PROFESSIONAL LAND SURVEYOR & REGISTERED ' SANITARIAN 8 PROPOSED CONTOUR P.O. BOX 258 x UTILITY POLE (IF SHOWN) FENCE (IF SHOWN, NOT ALL SHOWN) juv - WEST YARMOUTH, MA 02673 TREE (IF SHOWN, NOT ALL SHOWN)(508) ,MEAL AGENT APPROVAL DATE 775-9700 PAGE 1 REV. 10/28/03 --TOP FOUND., FOOTPRINT GRADES, DRIVE 2003 BY R.J. CADILLAC le 35.6 33.6 30.1 28.3 25.6 (feet) 39.3 35.6 35.3 31.E