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HomeMy WebLinkAboutDecision 4586 Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. 1, ca a_ 0 N Y 0 0 z Q J o_ o � U � r /19-03 io I � � Q4 M(0 Q �0) %19.30 > 19,E '/ 23 4S o i 4.5' > 18,85 4- N/F HESS 3'+ O I •8=� IS. 8.7� 2 ' D(N- S 8,0V � 1-H�, Q� ' i 70, 4' '/ GF f 7.% N- / •c Ek/S 60""ate c cU BENCH MARK --TOP OF MAG NAIL IN PAVEMENT = 18.32 ASSIGNED STRF� as 7.76 1,44 17&77 * 18 3 LMEUDI 7,58 - 17.76 WJ �r PAVEMENT 7,5 J Co M :: 05. AREA= 7730± S. F.:: �'� �' x 17.8 18 9 6.0 t0 0 18 /Nj CD V /� S/ -a l . / $ PROPOSED CONTOUR 18.09 UTILITY POLE (IF SHOWN) N/F SU W VAN BENCH MARK --TOP OF MAG NAIL S SSD G IN PAVEMENT = 17.81 ASSIGNED ^�' CAUTION: IF SHED HAS BURRIED ;,; "' 4 ELECTRIC, TURN OFF POWER s^ PRIOR TO EXCAVATING. N/F MCMANUS MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 7' (3' MIN. PROVIDED). VARY SEPTIC TANK TO LOT LINE BY UP TO 6' (4.5' PROVIDED) 310 CMR 15.211 (1). rt � NOTES JOB NO. Y15-01 DiosSep.dwg 1. LOCUS IS A.M. 61, PARCELS 80 Sc 81. FB30/30 SB13/63 2. ELEVATIONS SHOWN ARE NAVD88 USING VERTCOM AND NGVD29. 00 3. LOCUS IS IN FLOOD ZONE X(OLD C) ON FIRM PANEL 588J DATED JULY 16 2014. Rte 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 28 = 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. er7Q 6. COMPONENTS TO BE AASHTO H-10UNLESS NOTED. e , S 7. INLET TEE TO PROJECT DOWN 13",OUTLET TEE DOWN 14". t 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS TO GRADE --2 ON TANK, 1 ON D -BOX, SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP 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 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. i 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) LMEUDI TH 1 TEST HOLE LOCATION, NUMBER WJ WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) S GAS LINE MARKINGS x 9.5 x$,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6--- EXISTING CONTOUR $ PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) DESIGN GEOLOGIC MAP(1986): 0 TREE (IF SHOWN, NOT ALL SHOWN) rt � NOTES JOB NO. Y15-01 DiosSep.dwg 1. LOCUS IS A.M. 61, PARCELS 80 Sc 81. FB30/30 SB13/63 2. ELEVATIONS SHOWN ARE NAVD88 USING VERTCOM AND NGVD29. 00 3. LOCUS IS IN FLOOD ZONE X(OLD C) ON FIRM PANEL 588J DATED JULY 16 2014. Rte 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 28 = 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. er7Q 6. COMPONENTS TO BE AASHTO H-10UNLESS NOTED. e , S 7. INLET TEE TO PROJECT DOWN 13",OUTLET TEE DOWN 14". t 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS TO GRADE --2 ON TANK, 1 ON D -BOX, SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP 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 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. i 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) Fill B layer 10yr 6/8 loamy sand I C layer 2.5y 6/6 I med. coarse sand 1 �C-12.78 0 NO GRADE CHANGES Invert Invert 15.13 Invert C 14.90 D-12.81 D 14.90 Stone or TEST HOLE DATE: January 7, 2015 ARE PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator -� WITNESSED BY: Amy Von Hone, RS, CHO 36 PERC RATE: 4 min./inch (B layer) Invert A 15.80 Invert B 15.86 SOIL SURVEY(1993): Carver coarse sand cn *High Groundwater is believed DESIGN GEOLOGIC MAP(1986): Harwich outwash plain deposits 54„a 48' ed (Which=3.0 NGVD29) g PVC 2 STONE TRENCHES COVERS Invert 15.15 ONE 25' LONG FE O GRADE Proposed ONE 18' LONG -=- - - - - - -- LEACH --AREA - "-'--- SEPTIC TANK: Use Gas BaffleInvert 14.96t BOTTOM LEACHING AREA: 86 SF min. 18'f Cover Proposed Top Peastone=15.3 Invert A 15.40 Prop. H-20 Gal. H-20 S=1 /4"/ft S=1 /8"/ft Top Peastone=15.2 Invert B 15.40 2 omp Comportment [2(2'+ 18') + 2(2'+ 25) X 2' DEEP)] CAP ENDS OF PIPES. min. H-20 1 Proposed 1 Septic Tank __------_ 24 " 120" Fill B layer 10yr 6/8 loamy sand I C layer 2.5y 6/6 I med. coarse sand 1 �C-12.78 1 1 6" Invert Invert 15.13 Invert C 14.90 D-12.81 D 14.90 Stone or compact Proposed Pro osed 4•.8'* Bottom p _ -� 1 N 6� 1 B-37' I i 1' 1 1 _ Bottom TH1=8.0 -5 cn *High Groundwater is believed DESIGN DATA to be at Elev. 2.0 (NAVD88 ) (Which=3.0 NGVD29) OFFICE/RETAIL: 1460 S.F. __.GARBAGE GRINDER: - - REQUIRED CAPACITY: (MIN.) -No - 200 GPD -=- - - - - - -- LEACH --AREA - "-'--- SEPTIC TANK: 1500 GAL. USE 2 STONE TRENCHES SET 6' APART BOTTOM LEACHING AREA: 86 SF EACH TRENCH 2' WIDE AND 2' DEEP AND [(2' X 18') + (2' X 25')] LAY PERFORATED PIPE DOWN CENTER OF SIDE LEACHING AREA: 188 SF EACH TRENCH PITCHED AT 1/16" PER FT. [2(2'+ 18') + 2(2'+ 25) X 2' DEEP)] CAP ENDS OF PIPES. DESIGN CAPACITY: 202.7 GPD [(86 SF + 188 SF) X .74 GPD/SF] NOTE: PARCELS 80 & 81 ARE IN PROCESS OF BEING COMBINED. SEPTIC DESIGN COVERS BOTH BUILDINGS. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIG D STAP�,I\A IGNATURE. OF MASsq�F MgSS9C � RONALD cp JAMES, �A o JAMES I oU CADILLAC CADILLAC #10 0 # 35779�� 0 0 cESS\0 O� SANITAR\P,�SURVEY HEALTH AGENT APPROVAL DATE SITE PLAN FOR 15.0 14.0 no water 8.0 JANE DIOS 1361 & 1363 BRIDGE STREET, S. YARMOUTH, MA FEBRUARY 9, 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1