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Home My WebLink AboutEngineered Plan - 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. NOT TO \o JOB NO. Y13-38 COVERS: BUILD UP COVERS TO GRADE --1 OVER PUMP AND 1 OVER EFFLUENT FILTER M 9 10. NOTES TOTAL= 4.12 TON + 1.13 TON = 5.25 TON IL 36" LOCATION MAP MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: Cullen.dwg CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. TEST HOLE 3 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 1. LOCUS IS A.M. 23, PARCEL 202. FB28/33 SB13/27 IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING a DEPTH (inches) ELEV.(feet) .310 CMR 15.212. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. � TEST HOLE 1 � 2. VARY GROUNDWATER ADJUSTMENT BY 0 3' (LOCUS IS NEAR 13. , A layer 10yr 4/2 " loamy sand B layer 10yr 5/8 sandy loam C1 layer 2.5yr 6/4 observed water fine sand C2 layer 10yr 5/1 sandy loam 12.0 ADJACENT ZONE A.) 310 CMR 15.103(3)b3 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) V 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. BUOYANCY CAL'S 1000 GAL SEPTIC TANK H-10 RAISE GRADE APPROX. 8» 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 9.0 WEIGHT OF EMPTY SEPTIC TANK AND 6" OF COVER OVER PROPOSED LEACH AREA D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. TANK= 4.12 TON (PER SHOREY) 9. 0 NOT TO \o 0 COVERS: BUILD UP COVERS TO GRADE --1 OVER PUMP AND 1 OVER EFFLUENT FILTER M 9 10. z Q TOTAL= 4.12 TON + 1.13 TON = 5.25 TON IL 36" LOCATION MAP 95" 108" CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. A layer 10yr 4/2 " loamy sand B layer 10yr 5/8 sandy loam C1 layer 2.5yr 6/4 observed water fine sand C2 layer 10yr 5/1 sandy loam 12.0 ADJACENT ZONE A.) 310 CMR 15.103(3)b3 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) V 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. BUOYANCY CAL'S 1000 GAL SEPTIC TANK H-10 RAISE GRADE APPROX. 8» 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 9.0 WEIGHT OF EMPTY SEPTIC TANK AND 6" OF COVER OVER PROPOSED LEACH AREA D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. TANK= 4.12 TON (PER SHOREY) 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO \o 6" COVER=.5' X 8.5' X 4..83' X 0.055 TON/CU. FT. COVERS: BUILD UP COVERS TO GRADE --1 OVER PUMP AND 1 OVER EFFLUENT FILTER SCALE 6" COVER=1.13 TON 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. TOTAL= 4.12 TON + 1.13 TON = 5.25 TON 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP WEIGHT OF WATER= -HIGH GROUNDWATER DOWN CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. (6.9 -6.05) X 8.5' X 4.83' X 0.0312 TON/CU. FT. BENCH MARK -TOP MAG. NAIL SET 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING 4,1 WEIGHT WATER= 1.09 TON TANK AND 6" COVER ARE HEAVIER BY 4.2 TON. IN PAVEMENT= 12.00 ASSIGNED 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, 3.0 AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 120 2.0 TEST HOLE DATE: September 26, 2013 g' BENCH MARK --TOP & CENTER OF PERFORMED BY: Ron Cadillac, Soil Evaluator 12.00 CH 0 12 ?6 SEPTIC TANK=11.79 ASSIGNED WITNESSED BY: Amy Von Hone, RS, 12.6 1� PERC RATE: G2'-00"/inch (C layer) 32' \ SOIL SURVEY(1993): Carver coarse sand N/F 12.4 �� 1'3.09± GEOLOGIC MAP(1986): Harwich outwash plain deposits m HILL /� \��\ \ Exist. Top Found. Invert 10.30 20 --ADS ARC 36LP 47"" „ Existing 65 REMOVE CLOGGED - - \ Add Gas Baffle Invert 10.96 CHAMBERS SOIL '50I � x 12.4 / % �`� 12,5 Existing Effluent Filter Top Unit=11.27 N 66°�36�''i2 3 N \� \\ 6 Cover /%� see detail Proposed @ Filter Cloth 116• 02.7 / / �2.6 �'� �� Existing 4„ Cover 3 Max. 96" o �\ Invert 10.651 1000 Gala S=1./8"/ft Inspection Port 12 12.1 �/ P wry Septic Tank P min. �� i \ :• j a \ 11,89 Existing 1.2 87 - g i l Invert 11.13 Pro 10$' O. X2.35 ';.: �f 12.4 ®12 1L� 6.05± i 1 Proposed Sanitary T3.8 T ' �$ �� :. - L 11,9 \ Bottom „ Tee 1z,2� Z ---- ,,,- \ 6 Stone or compact Invert 10.92 i 10.6 A layer 10yr 4/3 loamy sand B layer 1Oyr 5/8 sandy loam C1 layer 2.5yr 6/4 fine sand C2 layer 10yr 5/1 sandy loam observed water C3 Bayer 2.5yr 6/ coarse sand 4M 5.3 3.7 2.7 Bottom N : �\ \ i I I Proposed i 4 tto TEST HALE 2 2Q'k �� 38\ 19" \�� c9y�G �� p�R R\ 1 J F--1'5-� I 9' --� N--�,--i Hi h Ground Water=6.6 DEPTH (inches) ELEV.(feet) i k th X CD, t 2.5* OF 2.8' USGS Adjustment 0 a T : ': :, 2 1 12 1 \ < 4 Mash29--Sept. 2013 1 �`'CD DESIGN DATA - Zone B 8„ 12,5 121 \ Observed Water=4.1 *Locus is close to Zone A 1.9' Adjustment) TH 12,0 1 .48 d.e-�_ ___BEDROOMS: 2 ACTUAL(3 DESIGN) ( j ) LOT 25 GARBAGE GRINDER: No - - 32 ° a b �.1 LEACH AREA s REQUIRED CAPACITY: 330 GPD . o s x74i2,0 :;;_:� �x 13,- 8590±S.F. BDRM c EXISTING SEPTIC TANK: 1000 GAL. (SEE MODIFIED APPROVAL FOR GENERAL USE -REV. 1/11/11) :.:.. % - f o 1` 1 USE 20 ADS ARC36LP 3.$" INVERT 1 �, N �6 12 4 EFFECTIVE LEACHING AREA: 473.0 SF (, ) CHAMBERS IN „ :. y 126 `� BATHF X AN 11'-6" WIDE BY 25 LONG BED, AS SHOWN. 84 iLs Thrust 1 66°535� ; •. KIT. 20 UNITS 4.73 LX 23.65USF UNIT 473F0 SF EFFECTIVE % 1L8 Block S ::12 i' BDRM LVRM DESIGN CAPACITY: / (350 GPD) 5 REMOVAL N" F DO ALL AROUND AND UNDER REMOVAL DOWN 32" TO CANTLE . 1 � N�F [(473.0 SF) X .74 GPD/SF] FINE SAND C1 LAYER AND REMOVE ANY CLOGGED SOIL 96' GARGALY FLOOR PLANS PUMP CHAMBER STORAGE CAPACITY. 330 GAL NOT TO SCALE DOSES PER DAY. > 4 108" .8 BENCH MARK --TOP & CENTER OF SEPTIC TANK=11.79 ASSIGNED BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER MONOLITHIC 1000 GALLON WEIGHT OF EMPTY CHAMBER AND 12" OF COVER H-10 PUMP CHAMBER ALARM & PUMP NOTES CHAMBER= 4.60 TON (PER SHOREY) 1. ALARM TO BE WIRED BY ELECTRICIAN ON 12" COVER= 1' X 5.42' X 8.25' X 0.055 TON/CU. FT. W/ WATERPROOFING SEPARATE CIRCUIT FROM PUMP. 12" COVER= 2.46 TON DRILL 3/8" WEEP/VENT HOLE 2. ELECTRICAL WORK TO BE INSPECTED BY TOTAL= 2.46 TON + 4.60 TON = 7.06 TON Recommend Floats3. ALARM TO BE LOCATED IN HOUSE. WIRING INSPECTOR. WEIGHT OF WATER --HIGH GROUNDWATER DOWN P P replaceable from to 2" PVC (6.9 - 5.75') X 5.42' X 8.25' X 0.0312 'TON/CU. FT. rte`- ---"IJ 4. PUMP TO BE CAPABLE OF PASSING WEIGHT WATER= 1.60 TON Quick Disconnect/ 1-1 WIMANUFACTURER'SOLIDS AND DSTRICT TANK AND 12" COVER ARE HEAVIER BY 5.45 TON. 10.25 Alarm 32" Union CONFORMANCE NTH Invert On 25 „ Check Valve SPECIFICATIONS. THIS PLAN IS A VALID COPY ONLY IF IT BEARS Off 21" el. 7'79 5. USE MEYER SRM4, 4/10 HP PUMP, OR / AN 0 ED SIA P SIGNATURE. P EQUIVALENT. c 6. TO PROVIDE FOR EASY AND SAFE 5.75 6" STONE UNDER MAINTENANCE OF PUMP: Bottom -PROVIDE UNION/DISCONNECT IN 2" PVC MAKE FACTORY WATER -PROOF LINE AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. ��H of MgsS �g��N Of Messy LEGEND -RECOMMEND FLOATS BE ATTACHED TO 2" �� ycy ��` °tip PUMP LINE SO FLOATS CAN BE ADJUSTED o RONALD Gs �° RONALD TH 1 TEST HOLE LOCATION, NUMBER OUTSIDE CHAMBER. �z JAMES `` o JAMES `� W WATER LINE MARKINGS CADILLAC " CADILLAC # 1060 # 35779 7- E OVERHEAD ELECTRIC WIRES (IF SHOWN) a of o� - GAS LINE MARKINGS �sTE q 0 9.5 EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) ITAR. \_ sUR� ew 1 v EXISTING CONTOUR PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) UTREE (IF SHOWN, NOT ALL SHOWN) REV. 5/7/14 --SEPARATION TO GROUND WATER HEALTH AGENT APPROVAL DATE A layer 10yr 4/2 loamy sand B layer 10yr 5/8 sandy loam C1 layer 2.5yr 6/6 fine sand C2 layer 10yr 5/1 sandy loam observed water-- C3 ater_C3 layer 2.5yr 6/ coarse sand Permit valid for REPAIR OF st'j "I'IC S1'S•I-I;NI ONLY, due to State anri I -cal septic variances. Board of health review and approval is required tar kny future additions/renr,e-ations/alterations to Sewage ;facilities, and/or structuresfdwelliug. Yarmouth 11vjallfli Oepartment SITE PLAN HEALTH Date FOR �me� _ BETTY L. CULLEN LOT 25, 29 ACRES AVE., W. YARMOUTH, MA MARCH 26, 2014 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 3.1 _1 - - 4.8 3.8 2.8 @2014 BY R.J. CADILLAC PAGE 1 OF 1