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Home My WebLink About48.97 - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION— U TILITY LOCATIONS SHOWN INCOMPLETE. CAUTION: THIS IS A SITE PLAN SURVEY BY THIS OFFICE, AND NOT A COMPLETE PROPERTY LINE SURVEY. LOT LINES SHOWN ARE APPROXIMATE. 3' DEEP IMPERVIOUS BARRIER --130 L.F. OF 40 MIL POLYETHYLENE (MILLER BREAKOUT**) TOP BARRIER=TOP PEASTONE=20.6, GRADE ABOVE BARRIER=21.0 MIN ** BARRIER IS STIFF & OBTAINABLE FROM MILLER ENVIRONMENTAL 508-697-3710. RAISE GRADE OVER 18" IN PROPOSED LEACH AREA 19.5 N/F ACETO • 19.0 Imo: x 19.8 �6� 19.0 TH x 20.9 x 20 BENCH MARK --TOP OF WOOD STAKE = 20.00 ASSIGNED (28'-6" OFF CORNER GARAGE) -_a = NSF _ NICHOLSON 11� 41 \ 0 x 19.4 TEST HOLE DATE: March 24, 2003 12" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: David Flaherty, Jr., RS 7.`yj0 Z94.w - - PERC RATE: V-02"/inch (Cl layer) 7. 20,9 19.65± SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 33" 199 ,5 8 - Top Block Found. U Invert 17.98± Invert 16.95 O / 4 CULTEC C-4 UNITS 48"a Exist. PVC pipe Use Gas Baffle � p P Invert 20.10 �9� / Q\R� x 20.8 9.8 Proposed�. Proposed Top Regular Stone=20.56 / vN�EF\N i o•0 21.3 S=3/4 /ft 9 min. cover " See detail No Peastone-Use Filter Cloth MAKE 4" Inspection i N/F I Invert 17.20 FACTORY Port 74" 1500 Gal. P _ - 00,5 ACETO I i Proposed WATER OF Sanitary 3" " ,Do a 120 C NX) I ( Bottom 12.70 Tee T N FL PG gas \ GPf 6 / Inv. 18.2 0 obi Proposed \ :d x\19,7 o•� FUTUR ./ 03U SE 9 • 2 ..� t9. 20.E N/F JOHNSON MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER DRILL 3/8" WEEP/VENT HOLE Recommend Floats replacable from to 16.90 lar28" Quick Disconnect/ Union Invert On 22"E Check Valve Off 17" P 12.40 6" STONE UNDER A layer 10yr 3/3 sandy loam B layer 1Oyr 5/8 loamy sand C1 layer 10yr 5/6 loamy fine to med. sand C2 layer 2.5y 6/3 fine to med. sand observed water 21.1 � - - I Proposed ( p JOB NO. Y04-07 Invert 20.1019.85 BENCH MARK -TOP OF MAG. NAIL LEACH AREA. NOTES Nugent.dwg or compact Proposed I 1' I 17, r-3 I SET IN PAVEMENT=19.24 ASSIGNED 1. LOCUS IS A.M. 48, PARCEL 97. I (ON RANGE IINE HOUSE 7 & 26• SW OF RD. CENMWNE) 2. ELEVATIONS SHOWN ARE ASSIGNED. DESIGN 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. X HODNETT 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) :� Observed Water=13.1 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. �a 19.01 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. ssr ® l 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". a 19.4 \ 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW CI / WEIGHT OF WATER --HIGH GROUNDWATER DOWN D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. OP \ 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO 6. TO PROVIDE FOR EASY AND SAFE WEIGHT OF WATER --HIGH GROUNDWATER DOWN COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHINGSCALE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC (14.85 -12.40) X 5.42' X 8.25' X 0.0312 TON/CU. FT. 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 x 19,0 19.21 G 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. LOT 57A 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING FLOATS CAN BE ADJUST./REPLACED FROM TOP. $%00± S. F. �O, / IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 18,7 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN .4 19 9 14. LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) 11� 41 \ 0 x 19.4 TEST HOLE DATE: March 24, 2003 12" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: David Flaherty, Jr., RS 7.`yj0 Z94.w - - PERC RATE: V-02"/inch (Cl layer) 7. 20,9 19.65± SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 33" 199 ,5 8 - Top Block Found. U Invert 17.98± Invert 16.95 O / 4 CULTEC C-4 UNITS 48"a Exist. PVC pipe Use Gas Baffle � p P Invert 20.10 �9� / Q\R� x 20.8 9.8 Proposed�. Proposed Top Regular Stone=20.56 / vN�EF\N i o•0 21.3 S=3/4 /ft 9 min. cover " See detail No Peastone-Use Filter Cloth MAKE 4" Inspection i N/F I Invert 17.20 FACTORY Port 74" 1500 Gal. P _ - 00,5 ACETO I i Proposed WATER OF Sanitary 3" " ,Do a 120 C NX) I ( Bottom 12.70 Tee T N FL PG gas \ GPf 6 / Inv. 18.2 0 obi Proposed \ :d x\19,7 o•� FUTUR ./ 03U SE 9 • 2 ..� t9. 20.E N/F JOHNSON MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER DRILL 3/8" WEEP/VENT HOLE Recommend Floats replacable from to 16.90 lar28" Quick Disconnect/ Union Invert On 22"E Check Valve Off 17" P 12.40 6" STONE UNDER A layer 10yr 3/3 sandy loam B layer 1Oyr 5/8 loamy sand C1 layer 10yr 5/6 loamy fine to med. sand C2 layer 2.5y 6/3 fine to med. sand observed water 21.1 � - - I Proposed ( p Invert 20.27 Invert 20.1019.85 5 LEACH AREA. 6" Stone I1.5'I_ 12' -� r or compact Proposed I 1' I 17, r-3 I Proposed I 1 1 iv I_ O> I I I< I Bottom EI. 14.85 [2(12'+ 36') X .25' DEEP)] I DESIGN CAPACITY. 337 GPD 1.75' USGS Adjustment N/F DESIGN DATA 1. ALARM TO BE WIRED BY ELECTRICIAN ON Using MASH29-March 04 Zone A HODNETT SEPARATE CIRCUIT FROM PUMP. DOSES PER DAY. > 4 :� Observed Water=13.1 *Design allows for future bath & bedroom in garage. BEDROOMS:* 2 ACTUAL BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER TANK= 5.74 TON (PER SHOREY)� 4. PUMP TO BE CAPABLE OF PASSING GARBAGE GRINDER: No 1-1/4" SOLIDS AND INSTALLED IN STRICT LEACH /RFA-- REQRED CAPACITY: 330 GPD UI PROVIDE BARRIER, OR SEPTIC TANK: 1500 GAL. USE 4 CULTEC C-4 UNITS WITH 2' STONE USE H-20 TANKS432 SF ON THE ENDS AND 4'. STONE ON THE SIDES - BOTTOM LEACHING AREA. FOR A 36 LONG BY 12 WIDE BY 3 DEEP [(36' X 12')] LEACH AREA. SIDE LEACHING AREA: 24 SF [2(12'+ 36') X .25' DEEP)] 5' REMOVAL DESIGN CAPACITY. 337 GPD DO 5' ALL AROUND AND UNDER REMOVAL ALARM & PUMP NOTES [(432 SF + 24 SF) X .74 GPD/SF] DOWN 33" TO LOAMY FINE TO MED. SAND. 1. ALARM TO BE WIRED BY ELECTRICIAN ON PUMP CHAMBER STORAGE CAPACITY. 330 GAL. SEPARATE CIRCUIT FROM PUMP. DOSES PER DAY. > 4 BUOYANCY CALCULATIONS 1500 GAL. H-10 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. *Design allows for future bath & bedroom in garage. WEIGHT OF EMPTY SEPTIC TANK AND 14" OF COVER 3. ALARM TO BE LOCATED IN HOUSE. BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER TANK= 5.74 TON (PER SHOREY)� 4. PUMP TO BE CAPABLE OF PASSING 14 COVER=1.17 X 5.67 X 10.5 X 0.055 TON/CU. FT. 1-1/4" SOLIDS AND INSTALLED IN STRICT WEIGHT OF EMPTY CHAMBER AND 21" OF COVER 14" COVER=3.83 TON CONFORMANCE WITH MANUFACTURER'S CHAMBER= 4.15 TON (PER SHOREY) TOTAL= 5.74 TON + 3.83 TON = 9.57 TON SPECIFICATIONS. " 21" COVER= 1.75 X 5.42 X 8.25 X 0.055 TON/CU. FT. WEIGHT OF WATER --HIGH GROUNDWATER DOWN 5. USE MEYER SRM4, 4/10 HP PUMP, OR 21 COVER=4.3 TON (14.85 -12.7) X 5.67' X 10.5' X 0.0312 TON/CU. FT. EQUIVALENT. TOTAL= 4.15 TON + 4.3 TON = 8.45 TON WEIGHT WATER= 3.99 TON 6. TO PROVIDE FOR EASY AND SAFE WEIGHT OF WATER --HIGH GROUNDWATER DOWN TANK AND 14" COVER ARE HEAVIER BY 5.5 TON. MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC (14.85 -12.40) X 5.42' X 8.25' X 0.0312 TON/CU. FT. LINE AT TOP PUMP CHAMBER SO PUMP WEIGHT, WATER= 3.42 TON CAN BE REMOVED FROM TOP OF TANK TANK AND 21" COVER ARE HEAVIER BY 5 TON. -RECOMMEND FLOAT BRACKET AT COVER SO SITE PLAN FLOATS CAN BE ADJUST./REPLACED FROM TOP. FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS 19.3 16.55 15.3 13.1 9.3 Bottom AN ORIGINAL RED STAMP AND SIGNATURE. MARK NUGENT LEGENDrt P H OFMass LOT 57A, 7 CIRCUIT ROAD WEST, WEST YARMOUTH, MA .�M T 1 TEST HOLE LOCATION NUMBER 9c�," » > s r MAY 7, 2004 SCALE. 1 = 20 RO L � < � CNAL�B s W WATER LINE MARKINGS .�,1 � E'� o JP• -� r E OVERHEAD ELECTRIC WIRES (IF SHOWN)' G GAS LINE MARKINGS1 0 0# 35779�� GISTc(i ! FEHSNO Q aff • x 9.5 x 21,7 EXISTING &PROPOSED ELEVATIONS (X MARKS POINT) SANITAR�A 6 EXISTING CONTOUR � yti'� RONALD J. CADILLAC, PLS, RS �--v �� €€�d g- PROPOSED CONTOUR I� �0 PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN UTILITY POLE (IF SHOWN) P.O. BOX 258 ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673(5O8) 775-9700 .0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT ' APPROVAL DATE PAGE 1 OF 1 1 C 2004 BY R.J. CADILLAC