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HomeMy WebLinkAbout94 Cranberry Lane Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. NOTES - JOB N0, Y05-35 NOT TO TEST HOLE LOCATION, NUMBER -W- ESTIMATED LOCATION OF WATER LINE STANO.dwg SCALE x 35.5 1. LOCUS IS A.M. 118, PARCEL 78. y _8_ 2. ELEVATIONS SHOWN ARE ASSIGNED.f UTILITY POLE (IF SHOWN) REQUIRED CAPACITY: 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. FENCE (IF SHOWN, NOT ALL SHOWN) 1500 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) �a 377 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. [(29' X 13')] 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Q 8 S 168 S. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW [2(13'+ 29') X 2' DEEP)] D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. West Gre t Western Rd. 359 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. RTE 6 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 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, \ 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 7 CULTEC 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 ON THE SIDES AND APPROX. 4' ON LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. BENCH MARK -TOP MAG. NAIL SET IN PAVEMENT = 30.00 ASSIGNED - 26,4 APPROX. ��a3 X24.6 LOCATION 23 \ !` ?A 41 0.i 316 AFM co 31.6 �5.8 \F � �V 5 28 1} r l � TEMP aR `ARY 7RAlLER 1 G - 302 128, �7 r 28.7 30 - 32 29,9 N/F N I VEN N /F GARFIELD T 1 4el\\`�\�'•�.N"sea / LOT 1�� 1 27.0 / I p 3.,� �✓ �f�25,150f F.9321 F- 1.] P ��66.1 ��1I 61 EXISTING BUILDING TO BE REMOVED 34.8 i i 0 TEST HOLE DATE: August 25, 2005 6" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO 9" PERC RATE: 7'-44"/inch (C3 layer) 36.7 SOIL SURVEY(1993): Carver coarse sand Top Prop. Foundation GEOLOGIC MAP(1986): Sandwich moraine deposits Invert 34.00 Invert 33.45 Proposed Proposed 2 DRY WELLS Use Gas Baffle Invert 32.00 Proposed 32 5-T C S=3/8"/ft 9 min. cover- op onc. 32.2=Top Pea Stone Proposed S=5/8 /ft Invert 33.70 1500 Gal. S=1/4"/ft Proposed Septic Tank i i BENCH MARK -TOP MAG. NAIL SET IN PAVEMENT = 35.31 ASSIGNED Invert 32.17 Invert 31.70 36.4 I 6" Stone or compact Proposed Proposed LEGEND O TH 1 TEST HOLE LOCATION, NUMBER -W- ESTIMATED LOCATION OF WATER LINE E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 35.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) i EXISTING CONTOUR _8_ PROPOSED CONTOUR UTILITY POLE (IF SHOWN) REQUIRED CAPACITY: EXISTING DRAINAGE CATCH BASIN -- - FENCE (IF SHOWN, NOT ALL SHOWN) 1500 TREE (IF SHOWN, NOT ALL SHOWN) 61 EXISTING BUILDING TO BE REMOVED 34.8 i i 0 TEST HOLE DATE: August 25, 2005 6" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO 9" PERC RATE: 7'-44"/inch (C3 layer) 36.7 SOIL SURVEY(1993): Carver coarse sand Top Prop. Foundation GEOLOGIC MAP(1986): Sandwich moraine deposits Invert 34.00 Invert 33.45 Proposed Proposed 2 DRY WELLS Use Gas Baffle Invert 32.00 Proposed 32 5-T C S=3/8"/ft 9 min. cover- op onc. 32.2=Top Pea Stone Proposed S=5/8 /ft Invert 33.70 1500 Gal. S=1/4"/ft Proposed Septic Tank i i BENCH MARK -TOP MAG. NAIL SET IN PAVEMENT = 35.31 ASSIGNED Invert 32.17 Invert 31.70 36.4 I 6" Stone or compact Proposed Proposed 2g 7 r C) s 33.4 333 33 3 313 387 L- -� i N L-2 - 10 I 26 I I 13' rn 32.1 < DESIGN DATA 35,8 340 BEDROOMS: 3 31. 37.6 No 2g 7 r C) s 33.4 333 33 3 313 387 L- -� i N L-2 - 10 I 26 I I 13' rn 32.1 < THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE CP� 10 0 \29.7 8.2 Bottom TH1=21.5 LEACH AREA 30' 60' 72" 168" USE 2 DRY WELLS SET 4' APART WITH APPROX. 4' OF STONE ALL AROUND TO MAKE A 29' BY 13' BY 2' DEEP LEACH AREA. 5' REMOVAL DO 5' ALL AROUND REMOVAL DOWN 6't TO LOAMY FINE SAND. SITE PLAN 0 FOR 0 layer E layer 2.5y 5/2 loamy sand B layer 10yr 5/8 loamy sand C1 layer 2.5y 6/6 loamy sand C2 layer 2.5y 6/3 silt loam C3 layer 2-5y 6/6 loamy fine sand no water JOSEPH STANO LIFE ESTATE LOT 169 94 CARNBERRY LANE, YARMOUTHPORT, MA. SEPTEMBER 23, 2005 SCALE: 1"=301 RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2005 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 35.5 33.0 30.5 29.5 21.5 DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 377 SF /34.81 [(29' X 13')] 4 SIDE LEACHING AREA: 168 SF p� "lDESIGN [2(13'+ 29') X 2' DEEP)] CAPACITY: 359 GPD k[(377 SF + 168 SF) X .66 GPD/SF] A\ \ RESERVE AREA --USE 7 CULTEC 34.7 RECHARGER 180'S WITH 1' OF STONE ON THE SIDES AND APPROX. 4' ON THE ENDS AND 10" STONE UNDER TO MAKE A 54' X 5' X 2' DEEP LEACH AREA=337 GPD THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE CP� 10 0 \29.7 8.2 Bottom TH1=21.5 LEACH AREA 30' 60' 72" 168" USE 2 DRY WELLS SET 4' APART WITH APPROX. 4' OF STONE ALL AROUND TO MAKE A 29' BY 13' BY 2' DEEP LEACH AREA. 5' REMOVAL DO 5' ALL AROUND REMOVAL DOWN 6't TO LOAMY FINE SAND. SITE PLAN 0 FOR 0 layer E layer 2.5y 5/2 loamy sand B layer 10yr 5/8 loamy sand C1 layer 2.5y 6/6 loamy sand C2 layer 2.5y 6/3 silt loam C3 layer 2-5y 6/6 loamy fine sand no water JOSEPH STANO LIFE ESTATE LOT 169 94 CARNBERRY LANE, YARMOUTHPORT, MA. SEPTEMBER 23, 2005 SCALE: 1"=301 RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2005 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 35.5 33.0 30.5 29.5 21.5