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HomeMy WebLinkAboutDecision 45640 ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. N /F ARDITO Rp,G MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER W/ WATERPROOFING Cover to Grade Floats/Pump Quick Disconnect Replaceable 2" PVC From Riser Weep/Vent Hole 10.71 Alarm 33" Check Valve Invert On 26" Off 22 el. 8.23 LEGEND 6.21 6" STONE UNDER Bottom MAKE FACTORY WATER -PROOF TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G-- GAS LINE MARKINGS x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6'-- EXISTING CONTOUR 8-- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) IB EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) 4.0 REV. 10/10/2014 --GARAGE &HOUSE REV. 8/11/2-014--GARAGE(S) & NOTES ,`REV. 4/15/2014 --ZONING & LOT -COVERAGE, LOT COVERAGE PROP. ZONING DISTRICT: R25 1126 0) PROP. PORCHES 160 c; PROP. REQUIRED PROVIDED a_ LOT FRONTAGE 150' 70' S.F. 00 LOT AREA 25,000 S.F. 10,290 S.F. y m HOUSE FRONT YARD 30' 30.2' S.F./10,290 S:F.= 18.9% HOUSE SIDE YARD 15' 11.7' a HOUSE REAR YARD 20' 67' GARAGE SIDE YARD 15' 7.5' GARAGE REAR YARD 20 15' LOT COVERAGE 25% 19.2% N /F ARDITO Rp,G MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER W/ WATERPROOFING Cover to Grade Floats/Pump Quick Disconnect Replaceable 2" PVC From Riser Weep/Vent Hole 10.71 Alarm 33" Check Valve Invert On 26" Off 22 el. 8.23 LEGEND 6.21 6" STONE UNDER Bottom MAKE FACTORY WATER -PROOF TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G-- GAS LINE MARKINGS x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6'-- EXISTING CONTOUR 8-- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) IB EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) 4.0 REV. 10/10/2014 --GARAGE &HOUSE REV. 8/11/2-014--GARAGE(S) & NOTES ,`REV. 4/15/2014 --ZONING & LOT -COVERAGE, LOT COVERAGE PROP. HOUSE 1126 S.F. PROP. PORCHES 160 S.F. PROP. DECK 280 S.F. PROP. CHIMNEY/STEPS 42 S.F. PROP. GARAGE 336 S.F. TOTAL 1944 S.F. 1944 S.F./10,290 S:F.= 18.9% x 10,2 10.'4 ),31 \ 10.26 x 10.27 14.0 o 0 \\ Prop. Top Found. �8 S.F �\ 12.0 x 10�8 Top Slab 10.35 10,6 \ x 10,58 10.54 NOTES I Jumes4.dwg 1. LOCUS IS A.M. 23, PARCEL L 199. FB29/75 SB13/41 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM. 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. LOCUS IS IN FLOOD ZONE B & AE (BFE 11) ON NEW FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED .AT 1/4 PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 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. COVERS: BUILD UP COVERS TO 3" BELOW GRADE 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. 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 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 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. 14: ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: March 13, 2014 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits COVER TO GRADE Invert 10.73 21 ADS ARC 36LP CHAMBERS Invert 12.21Proposed Invert 11.23 Use Gas Baffle Proposed Effluent Filter . Proposed Top Units=11.52 S=7/8"/ft 9" min. cover See detail ® Filter Cloth 3" Max. S=1/8 -/ft Proposed inspection Port Invert 10.98 1500 Gal. P min. Proposed Septic Tank ----- r --- 3.8" 6.48 1 Sanitary -� Bottom Tee 10.85 6" Stone or compact Invert 11.40 P Invert 11.17 I 5' Bottom I Proposed Proposed �. L N 7' i I N I_ 2°_I High Groundwater=5.85 • 10.46 aESIGN DATA ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4-. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC LINE IN RISER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER. I jj- I 5' < rn i� 1.75-, USGS Adjustment February 2014. Zones A Observed ,Water=4.1 3 s �`u , r q, BEDROOMS: LEACH AREA GARBAGE GRINDER: -- -----_-- _-No -- (SEE MODIFIED APPROVAL FOR REQUIRED CAPACITY: 330 GPD GENERAL USE-7REV. 01/11/11) PROPOSED SEPTIC TANK: 1500 GAL. USE 21 ADS ARC 36LP (3.8" INVERT) EFFECTIVE LEACHING AREA: 496.65 SF CHAMBERS WITH OUT STONE SET IN 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 3 ROWS, AS SHOWN. -- 21 UNITS X .23.65 SF/UNIT=496.65 SF(EFFECTIVE) 5' REMOVALY & BARRIER DESIGN CAPACITY: 367 GPD [(496.65 SF) X .74 GPD/SF] REMOVE TOPSOIL DOWN 10"f TO B LAYER FOR 5' ALL AROUND PUMP CHAMBER STORAGE CAPACITY: 330 GAL. AND UNDER. INSTALL BARRIER DOSES PER DAY. > 4 WHERE SHOWN. - THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN 0 RED T P D SIG TURE. \'0 OF MAS H OF MgSS9C RONALD yes RONALD s o� JAMES JAMES CADILLAC W " CADILLAC # 1060 # 35779 0 0 GISTER� !,9 �ESS�� fie' y1 8ANITAR\ O D ,�� SUR\J HEALTH AGENT APPROVAL SITE PLAN FOR TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 5 36" A layer 10yr 3/3 sandy loam I 0 B layer 10yr 5/8 loamy sand 7 5 C layer 2.5y 6/4 med. coarse sand 89" _observed water 120" 5 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 1 111.5 6- 36" 120" JAMES G. & PATRICIA A. JUMES LOT 289 39 ACRES AVE., WEST YARMOUTH, MA APRIL 99 2014 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700 PAGE 1 OF 1 ©2014 BY R.J. CADILLAC 1.0 8.5 4.1 .5