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HomeMy WebLinkAboutEngineered Plan - 2016.WAYS- DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. TOP BARRIER=6.3 TOP WALL=7.2 ELEV.(FT.) 7--_ - rt. 6 - - - - LEACH REMOVAL 5.8 4--- - COMPACT WALL BASE MATERIAL SECTION A -A SCALE: 1 "= 4' ,-AG 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 AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER. TH 1 W -E- -6- 9.5 x 9.5 x 7,3 ,�,-6---- 8_.___. 0 ID x - 0 Landscape Tie Wall -Use pressure treated ties with a minimum 40 year life in contact with ground. Step face of ties iri 1" towards mound on each higher row Base ties to be in ground. Fasten with 8" gals. spikes. (Ties shown are 5 1/2" square.) BUOYANCY CALL'S 2000 GAL H -10 --MONOLITHIC W/BAFFLE WEIGHT'OF EMPTY TANK AND 6 OF COVER TANK= 10.3 TON (PER SHOREY) 6" COVER=.5' X 6.83' X 12.83' X 0.055 TON/CU. FT. 6" COVER -_2.41 TON TOTAL= 10.3 TON + 2.41 TON = 12.71 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (1.55-[-.43]) X 6.83' X-12.83' X 0.0312-TON/CU. FT. WEIGHT WATER= 5.41 TON TANK AND 6" COVER ARE HEAVIER BY 7.3 TON. LEGEND BATH TEST HOLE LOCATION, NUMBER BDRM [BATH WATER LINE MARKINGS PAWKANNAWKUT RD., S. OVERHEAD ELECTRIC WIRES (IF SHOWN) 27, 2016 SCALE: GAS LINE MARKINGS May 4, 2016 EXIST. & PROP. ELEV. ('X' MARKS POINT)-BDRM EXISTING CONTOUR Ron Cadillac, Soil Evaluator 16' PROPOSED CONTOUR UTILITY POLE (IF SHOWN) Amy Von Hone, RS, CHO EXISTING DRAINAGE CATCH BASIN FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN; NOT ALL SHOWN) BDRM FLOOR PLAN NOT TO SCALE 1' WALL DETAIL 1 "= 2,0' x 5.1 N /F MCMANNS JOB NO. Y16-10 Torney.dwg NOTES FB31 /76 SB14/08 1. LOCUS IS A.M. 25, PARCEL 45. 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM27 AND VERTCOM. 3. LOCUS IS W FLOOD ZONE AE(EL 11) ON 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 TWO COVERS TO GRADE AS SHOWN ON TANK, AND ONE 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. T TO ALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV:(feet) 5.85 A/E layer 10yr 3/2 sandy loam B layer 1Oyr 6/6 loamy sand C layer 10yr 6/6 medium sand C2 layer 1Oyr 6/2 fine sand _observed water _ -PROOF PAWKANNAWKUT RD., S. 0 MAY 27, 2016 SCALE: TEST HOLE DATE: May 4, 2016 PLUMBER TO RAISE SEWER PIPE PERFORMED BY: Ron Cadillac, Soil Evaluator 16' 10 INCHES OVER EXISTING WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) �. �i SHOREY SOIL SURVEY(1993): Carver coarse sand 32" 32" I. 2000 GAL. MONO GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 4.42 1500 GAL/500 GAL Invert 3.90 ' Quick Disconnect/ Prop.--REPLUMB SEPTIC/PUMP TANK Proposed Union 20 ADS 36LP CHAMBERS MAKE FACTORY WATER Use Gas Baffle 0 x 5.1 x 5 3 2 SECURED COVERS TO GRA E Filter** / Invert 5.90 50" w S=1 /8"/ft+ I D65 Proposed Top Units 6.22 "t Pitch 2" PVC Uphill o Evenly to D -box Use Thrust Blocks) m At Bends" 5 W x 5.5 • 5.34 5.5 Floats. replacable i Invert 4.15 from top Proposed Alarm -34" On 29" Off -1 7" i -0.43 I PVC S=1 /8" /f /4" Weep Tee Min. :k- Valve- Sanitary , Bottom Invert 6.07 In5.87 6" Stone or Compact Proposed Proposed ' 3' I I I r r I 2.4' �- 20L -i 0� 0' **USE POLYLOK PL -122 FILTER, OR LARGER - _ (D__. DESIGN DATA - BENCH MARK --TOP OF SPIKE SET DOWN 1"= 5.34 NGVD88fC:2' (2V' N. OFF GAR. RANGE & 44'-6' CFF GAR. CORN.) BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD PROP. SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL. EFFECTIVE TRENCH LEACHING AREA: 473 SF 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DESIGN CAPACITY: 350 GPD [(.473 SF) X .74 GPD/SF]. PUMP CHAMBER STORAGE CAPACITY: 335 GAL.* DOSES PER DAY: 2.6 *USES 3" TANKWIDE STORAGE TO INLET MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY 6'. VARY LEACHING TO CRAWL SPACE BY 10' (WALL & BARRIER PROVIDED) 310 CMR 15.211 (1) 2. VARY SEPARATION TO NIGH GROUNDWATER BY 1'. 310 CMR 15.212. 3. VARY 3" COVER OVER TANK. 310 CMR 15.228 (1) 4. NO RESERVE AREA IS SHOWN. 310 CMR 15.248 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN,OR443I%1I_ REUA1_AMiE)-)AND) SI-GNATURE. HEALTH AGENT APPROVAL @ Filter Cloth 3" M dx: , Inspection Port 64' 96' 3.8" \5_55 4' Bottom Level 4.5 3.2 1.7 0.5 -2.15 (High Ground Water=1.55 1.05' Adjustment Mashpee--29--April -2016 -- - - - - - Zone A Observed Water=0.5 LEACH AREA USE 20 ADS ARC 36LP (3.8" INVERT) CHAMBERS IN AN 11'-4" BY 25' BY 3.8" DEEP LEACHING BED, AS SHOWN. 3' REMOVAL DO A 3' WIDE ALL AROUND AND UNDER REMOVAL DOWN 16"f TO THE B LAYER. Permit valid for REPAIR 0F SEI'"I'W SVS•1'EI ONLY, dueto State and Local septic variance Board of fhWth review and approval is required I any, future additions/renuv ,tions -alterations sewage facilities an(l/or structu, esid.+elling, Yarmouth 1-leal0h 1)(1rtrt+ncnf APPRO V H.D/ ` .1: L SITE PLAN FOR t Flame [)ate JAMES J. & MARION L. TORNEY LOT 39A, 120 PAWKANNAWKUT RD., S. YARMOUTH, M -A MAY 27, 2016 SCALE: 1 "-20' RONALD J. CADILLAC, PLS, RS, P.C: PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (-508) 775-9700 PAGE 1 OF 1 nni-c ©2016 BY R.J. CADILLAC