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Home My WebLink About103.11 - Site Plan (Copy 2)r�^ _ - 22' - S\ C4 <0/ - ��' TEST HOLE 1 I' 2� (- I �cP• DEPTH (inches) --t--- 22'----I- 10- Ni 0 48' - LO DECK DETAIL 6 0 1 "=15' 15.3 12„ Q 14'.8 M 33„ N a: ^/ 50" 0 layer A layer t0yr 3/2 sondy loam B layer 2.5y 5/6 sandy loam Cl layer 2.5y 6/4 sandy loam C2 layer 2.5y 5/3 Sit t loam observed water TEST HOLE 2 TEST HOLE 3 NOTES o` ELEV.(feet) DEPTH (inches) 19.5 0 6" 12" 0 layer A layer 1Oyr 3/3 sandy loam B layer 10yr 5/8 sandy loam C layer 2.5y 6/4 loamy med. sand See other test holes for water 1. LOCUS IS A.M. 91, PARCEL C118A. c r2 ELEVATIONS SHOWN ARE ASSIGNED. ELEV.(feet) DEPTH (inches) � ` ELEV.(feet) 2. .Z> 20.7 0 3. LOCUS IS IN FLOOD ZONES C & B ON FIRM DATED JUNE 17, 1986. 5'- 12" 17.5 38" 64" 72" 8" C layer A layer 10yr 3/3 sonjy loom B layer10yr 5/6 sardy loam Cl layer 10yr 6/4 loamy med. sand C2 laver 2.5y 6/3 silt loom observed water NOT TO SCALE 18'7 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 100 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6, COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. `OS 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 0 8. IF TWO OR MORE LINES, WATER TEST D=BOX FOR EQUAL FLOW T. D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET: 1 15.5 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. o BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION 13.4 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12 7 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 4 I5 TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF A5 DIRECTED BY HEALTH AGENT. DEPTH (inches) 8.7 4 11.7 14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATE: 3/5/98 & 5/28/98 (TH 5) 0 layer PERFORMED BY: Ron Cadillac, Soil Evaluator 5 A layer 10yr 3/3 1s.1 25.0 WITNESSED BY: Bruce Murphy, RS,CHO 12„ sandy loam I` Q PERC RATE: <2'-00"/inch ( THos 2 4 5 PROP. TOP FOUND. ) B layer 10yr 5/8 lox I 11s.� SOIL SURVEY(1993): Barn-Plym-Nant. Complex 3$„ sandy loam I GEOLOGIC MAP(1986): Harwich outwash plain deposits I8 6 I Q Invert 22.06 L C layer 2.5y 6/4 Invert 21.35 a� loamy med. sand UE �8.3 Proposed p_ I I Use Gos Baffle Invert 21.10 5 FLOWDIFFUSORS 75„ observed water I t..d.� Proposed H-20 Q 1 _J 21.4 _ SCREENED x I TOP PEASTONE VENT I 3 ... 1` O 1;10 _. GARBAGE GRINDER 18.5 x 21.4 212't 21.0 N 87'18'11" 3.9 < I 8.8 I) W SEPTIC TANK: 1500 1515.9 19.0 n0rn I 504 V! I LJJ [(42' X 12')] ry 1.5 x21.8 9.<D # 19.2 103.6 ZD [2(12'+ 42') X 0.96' DEEP)] DESIGN CAPACITY: 449 x 17..800± S.F. PUDDLE FOUNDON [(504 SF + 103.6 SF) X .74 GPD/SF] ).0 I i I 5/13/98 --NOT LARGE o 20.0 I I z 0 ENOUGH TO BE A REGULATED16.2TWETLAND--PROPOSED TO HA GA + 1) 1 ° FILL THIS LOW AREA TO REDUCE 0 i MOSQUITO PROBLEMS. BENCH MARK --TOP G,..2 IN PAVEMENT = 20.0 N/F i DALY r x 15.2 go LOCUS APPEARS TO BE IN AN R-40 ZONING DISTRICT, AND SUBJECT TO CONSTRUCTION YARDS OF: 'I FRONT YARD 30' "G • D SIDE YARD 20' REAR YARD 20' TH 1 TEST HOLE LOCATION, NUMBER ACTUAL ZONING DETERMINATIONS MUST ---PV1F--- PROP. WATER LINE MARKINGS BE MADE BY TOWN ZONING OFFICAL. G GAS LINE MARKINGS (IF SHOWN) ---UE UNDERGROUND ELECTRIC WIRES (IF SHOWN) x 9.5 X11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR PROPOSED CONTOUR TREE (IF SHOWN, NOT ALL SHOWN) ❑ EXISTING DRAINAGE CATCHBASIN 0 layer A layer 1Oyr 3/3 sandy loam B layer 10yr 5/8 sandy loam C layer 2.5y 6/4 loamy med. sand See other test holes for water 1. LOCUS IS A.M. 91, PARCEL C118A. c r2 ELEVATIONS SHOWN ARE ASSIGNED. ELEV.(feet) DEPTH (inches) � ` ELEV.(feet) 2. .Z> 20.7 0 3. LOCUS IS IN FLOOD ZONES C & B ON FIRM DATED JUNE 17, 1986. 5'- 12" 17.5 38" 64" 72" 8" C layer A layer 10yr 3/3 sonjy loom B layer10yr 5/6 sardy loam Cl layer 10yr 6/4 loamy med. sand C2 laver 2.5y 6/3 silt loom observed water NOT TO SCALE 18'7 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 100 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6, COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. `OS 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 0 8. IF TWO OR MORE LINES, WATER TEST D=BOX FOR EQUAL FLOW T. D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET: 1 15.5 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. o BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION 13.4 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12 7 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 4 I5 TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF A5 DIRECTED BY HEALTH AGENT. DEPTH (inches) 8.7 4 11.7 14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATE: 3/5/98 & 5/28/98 (TH 5) 0 layer PERFORMED BY: Ron Cadillac, Soil Evaluator 5 A layer 10yr 3/3 1s.1 25.0 WITNESSED BY: Bruce Murphy, RS,CHO 12„ sandy loam I` Q PERC RATE: <2'-00"/inch ( THos 2 4 5 PROP. TOP FOUND. ) B layer 10yr 5/8 lox I 11s.� SOIL SURVEY(1993): Barn-Plym-Nant. Complex 3$„ sandy loam I GEOLOGIC MAP(1986): Harwich outwash plain deposits I8 6 I Q Invert 22.06 L C layer 2.5y 6/4 Invert 21.35 a� loamy med. sand UE �8.3 Proposed p_ I I Use Gos Baffle Invert 21.10 5 FLOWDIFFUSORS 75„ observed water I t..d.� Proposed H-20 Q 1 _J 21.4 _ SCREENED x I TOP PEASTONE VENT I 3 18.7 I _. GARBAGE GRINDER 18.5 3.9 < I 8.8 I) GPD SEPTIC TANK: 1500 GAL. 19.0 n0rn I 504 V! I LJJ [(42' X 12')] ry 0 9.<D # 19.2 103.6 SF [2(12'+ 42') X 0.96' DEEP)] DESIGN CAPACITY: 449 GPD [(504 SF + 103.6 SF) X .74 GPD/SF] ).0 I i I LJLJ o 20.0 I I z 0 19.8 0 0 1500 Gal." �- 1 � - - - - - 11.5" 32 Invert 21.60 Proposed Invert 21.27 Invert 20.96 \20.0 Use 6" Stone under Proposed Proposed I 5 Bottom I I I I I I AP ELEV.(feet) 19.5 16.3 13.25 I-� 23 1 r- 1 i TEST HOLE 5 DESIGN DATA BEDROOMS: 3 _. GARBAGE GRINDER APPROVED REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 504 SF [(42' X 12')] SIDE LEACHING AREA: 103.6 SF [2(12'+ 42') X 0.96' DEEP)] DESIGN CAPACITY: 449 GPD [(504 SF + 103.6 SF) X .74 GPD/SF] NOTE: LEACH AREA IS SIZED FOR 4 BEDROOMS SO IT MAY EVENTUALLY BE UPGRADED BY THE ADDITION OF SYSTEM COMPONENTS BEARING A NITROGEN LOADING CREDIT. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. a�P��N OFAIA, % ROVALD - /VITA ��` P ` z�yOSU�v� A ,tea �.�.� v'a HEAL AGENT APPROVAL 8.5 I ' 0.1' USGS Adjustment Barn 247-May.98 DEPTH (inches) ELEV.(feet) Zone C 0 Observed Water =14.9 (Long Pond) 10" LEACH AREA USE 5 H-20 FLOWDIFFUSORS WITH 48 1' OF STONE ON THE ENDS AND 4' ON THE SIDES FOR A 42' X 12' 64" X 11 1/2" DEEP LEACH AREA. 84" A 5' REMOVAL IS CALLED FOR DOWN 7't TO COARSE SAND, OR LOAMY MEDIUM SAND. SITE PLAN FOR MICHAEL & MARY ALYC LOT 118A, 53 CONGRESSIONAL DRIVE, JUNE 4, 1998 SCALE: 132" A layer 2.5y 4/2 sandy loam B layer 2.5y 5/6 sandv loam Cl layer 2.5y 5/6 sandy loam C2 layer 2.5y 6/4 silt loom observed water C3 layer 10yr 5/4 coarse sand 18.0 12.7 11.0 7.0 o-. APPROVED i YARMOUTH COMMITTEE CKHRD E BERNSTEIN YARMOUTHPORT, MA 1 "=30' 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