The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - 2016OPTIONAL SWALE 6 AN OPTIONAL SWALE IS SHOWN 2.5' OFF THE FOUNDATION EXISTING FLOOR PLAN a TO DEFLECT RAIN WATER RUNOFF. THIS WILL IMPACT EXISTING BUSHES. IF SWALE IS BUILT 5' OR 6' OFF FOUNDATION. NOT TO SCALE T_ THEN BREAKOUT IS NOT MET, AND A 2.5' DEEP IMPERVIOUS m BARRIER IS NEEDED --5' OFF LEACHING WITH TOP AT 99 = DEN/BD BDRM ¢ In RM KIT. DEN GARAGE .J J CTno A r_C x 11.46 11,61 12.1 \ x 11.37 \ x 11.8 � X11.5 5173-1 1 \ \ ) 11.20 STONE \ \ x 10,97 / 11,Qp5��_ 1.01 n10, 6 4 x 10,40 \ MAXIMUM FEASIBLE COMPLIANCE APPROVALS_ REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5' VARY TANKS TO PROPERTY LINE BY UP TO 4'. 310 CMR 15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' . 310 CMR 15.212. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. BDRM ILVRM OLD TANK NOT DEEMED USABLE BY INSPECTOR �1?.9 CRUSH IN PLACE 'OP NW CORNER CONSTRUCTION NOTES 9.65 NAVD88 1. WASHING MACHINE AND KITCHEN DO NOT APPEAR TO BE TIED INTO SEPTIC TANK. DO FLOW TEST TO VERIFY. N/F 2. HAVE PLUMBER TIE IN WASHER & SINK, AS SHOWN. GLADYSHEVA 3. IF SWALE DONE KEEP CLOSE TO FOUNDATION, OTHERWISE AN IMPERVIUOS BARRIER WILL BE NEEDED. N /F SOSTEK BUOYANCY CALC'S-MONOLITHIC 1500 GAL. SEPTIC TANK LEGEND T 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G-- GAS LINE MARKINGS x 9.5 X 9.9 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 6-�- EXISTING CONTOUR g- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 9/30/16--19 ARC 36LP CHAMBERS BDRM ILVRM OLD TANK NOT DEEMED USABLE BY INSPECTOR �1?.9 CRUSH IN PLACE 'OP NW CORNER CONSTRUCTION NOTES 9.65 NAVD88 1. WASHING MACHINE AND KITCHEN DO NOT APPEAR TO BE TIED INTO SEPTIC TANK. DO FLOW TEST TO VERIFY. N/F 2. HAVE PLUMBER TIE IN WASHER & SINK, AS SHOWN. GLADYSHEVA 3. IF SWALE DONE KEEP CLOSE TO FOUNDATION, OTHERWISE AN IMPERVIUOS BARRIER WILL BE NEEDED. N /F SOSTEK BUOYANCY CALC'S-MONOLITHIC 1500 GAL. SEPTIC TANK LEACH AREA, AND DISPOSE OF AS DIRECTED BY JOB NO. Y16-19 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. NOTES Stergist.dwg N July 21, 2016 14" FB 32/16 SB 14/14 ' 1. LOCUS IS A.M. 22, PARCEL 178. WITNESSED BY: 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MONUMENT NO. 28 AND VERTCON. .3. HOUSE IS IN AE 11 FLOOD] ZONE, PROPOSED LEACHING IS IN FLOOD ZONE X(< 0.2% RISK) FrQ iz� SOIL SURVEY(1993): ON FIRM DATED JULY 16, 2014. eta 4. ALL PIPES TO BE 4" SCH X40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Harwich outwash plain deposits 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. j Invert 6.50± 6. COMPONENTS TO BE AASH,TO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DgWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Invert 9.63 D -BOX EXIT PIPES TO BE (LEVEL FOR FIRST TWO FEET. NOT TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE COVERS: SECURE COVERS TO GRADE OVER PUMP AND FILTER/ OTHER COVERS WITHIN 6" OF GRADE. LOCATION MAP 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. ® Filter Cloth 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. Proposed 12. IF AN OVERDIG IS CALLED; FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN DEPTH (inches) ELEV.(feet) HEALTH AGENT LEACH AREA, AND DISPOSE OF AS DIRECTED BY 0 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: July 21, 2016 14" NO GRADE CHANGE IS PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator UNLESS SWALE IS BUILT WITNESSED BY: Amy Von Hone, RS, CHO i PERC RATE: <2'-00"/inch (B layer)9.99 „ a SOIL SURVEY(1993): Carver coarse sand 31 32" Exist. Found. Exist. GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 6.94 Exist. Cast Iron j Invert 6.50± 19 --ADS ARC 36LP �t To Grade Use Gas Baffle LOW PROFILE CHAMBERS Invert 6.90 H=10 Effluent Filter Invert 9.63 Exist. C.I. 17" AVg.COver� Proposed Top Units=9.87 S=1 /8"/ft+ � - see detail ® Filter Cloth Proposed 3" Max. 1500 Gal. ��nspection Port Invert 6.75± Monolithic Tank P 114" Existingeptic w water roofin ----------_ S ;tar 3.811138" WEIGHT OF EMPTY TANK AND AVERAGE 17" COVER CHAMBER= 6.00 TON (PER ACME-SHOREY) 17" COVER= 1.42' X 5.67' X 10.83' X 0.055 TON/CU. FT. 17" COVER=4.80 TON TOTAL= 6.00 TON + 4.80 TON = 10.80 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (5.2 -2.17) X 5.67' X 10.83' X 0.0312 TON/CU. FT. WEIGHT WATER= 5.81 TON TANK AND 36" COVER ARE HEAVIER BY 5.0 TON. BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER WEIGHT OF EMPTY CHAMBER AND AVERAGE 36" COVER CHAMBER= 4.60 TON (PER ACME-SHOREY) 36" COVER= 3' X 5.42' X 8.25' X 0.055 TON/CU. FT. 36" COVER=7.38 TON TOTAL= 4.60 TON + 7.38 TON = 11.98 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (5.2 -1.90) X 5.42' X 8.25' X 0.0312 TON/CU. FT. WEIGHT WATER- 4 60 TMI 11.5 10.3 8.8 2.0 an y � 0.0 Invert 2.17 } Tee Proposed Invert 9.80 Invert 9.52 of 6" Stone or compact Proposed Proposed I 4 Bottom 5' I l � I � � ! 10 � 10, I 1' 140'1 i N f 2'� High Ground Water=5.2 ' �p , 10, 3.2' USGS Adjustment 16 DESIGN DATA G Mashpee29--Zone B BEDROOMS: 3 Observed Water=2.0 GARBAGE GRINDER: No LEACH AREA REQUIRED CAPACITY: 330 GPD USE 19 ADS ARC 36LP CHAMBERS IN BED EXISTING SEPTIC TANK: ! 1000 GAL. FORMATION, AS SHOWN, IN AND 8'-6" WIDE EFFECTIVE LEACHING AREA: 449.35 SF BY 4(36 'LONG BY 3.8" DEEP LEACH AREA. 4.73 SF/LF X 5'/UNIT=3.65 S.F/UNIT 3S t� 19 UNITS X 23.65 SF/UNIT=449.35 SF(EFFECTIVE) 5' REMOVAL DESIGN CAPACITY: 332.5 GPD DO 5' ALL AROUND AND UNDER REMOVAL [(449.35 SF) X .74 GPD/SF] OF OLD LEACHING. PUMP CHAMBER STORAGE CAPACITY: 330 GAL. DOSES PER DAY: `Y 2.8 Y. r � ` TANK AND 36" COVER ARE HEAVIER BY 7.4 TON. I MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER W/ WATERPROOFING DRILL 3/8 WEEP/VENT HOLE Cover to Grade "H=10 Recommend Floats 2" PVC replaceable from top Quick Disconnect/ 6.48 larm 34" Union Invert On 30" Check Valve nff 95" -- --4.39 ------ 6" STONE UNDER MAKE FACTORY WATER -PROOF i I ALARM & PUMP NOTES j 1. ALARM TO BE WIRED BY ELECTRICIAN ONj SEPARATE CIRCUIT FROM PUMP. j 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 i 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. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. �(N OF AM4ASq ASN OF A4480 RONALD yGN°� RONALD o JAMES ' o JAMES CADILLAC r" " CADILLAC " # 1060 # 35779 r �FESS\0 SANITAR\P� � 3o qtia SURs1�y riv I+� ` HEALTH AGENT APPROVAL DATE Permit valid for REPAIR OF SEPI IC SYSTEM ONLY;. due to State and 1 ural septic variances. Board of I.Iealth review and approcat is required for any future additions/renis <itiuns%alicrations to sewage facilities.and/or structures/6%elling. YarmouthAealth Department APPROVEW �'� 'Name Date SITE PLAN FOR STERGIS ESTATE LOTS 9 & 109 30 FRANKLIN ST., W. YARMOUTH, MA I ISEPTEMBER 19, . 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 2016 BY R.J. CADILLAC PAGE 1 OF 1