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HomeMy WebLinkAboutEngineered Plan - 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. MONOLI HI 1000 A N , 9• DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. JOB NO. Y13-33 �`,� TANK COVERS: BUILD UP 2 COVERS SHOWN TO GRADE, 2 OTHER TANK COVERS DOWN 6". OUIMET NOTES 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. BUOYANCY CALL'S -MONOLITHIC PUMP CHAMBER N 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, \� UTILITY POLE (IF SHOWN) Boyle.dwg CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. USE CAST IN PLACE RUBBER BOOTS FENCE (IF SHOWN, NOT ALL SHOWN) 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING MOVE SHED IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 7,3 MONITORING WELL 13. VERY IMPORTANT --LEAVE B LAYER INTACT s 1. LOCUS IS A.M. 33, PARCEL 226. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. FB29/06 S813/23 27" COVER= 5.53 TON al MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED_ B LAYER PERCOLATED AT OVER 2 MIN/INCH SEPARATE CIRCUIT FROM PUMP. 2. ELEVATIONS SHOWN ARE ASSIGNED. r_� WEIGHT OF WATER --HIGH GROUNDWATER DOWN WHICH MEANS A V SEPARATION TO GROUND 3. LOCUS IS IN FLOOD ZONE A8 ON FIRM DATED JULY 2 1992. 51 - 1.94' X 5.42' X 8.25' X 0.0312 TON ( ) /CU. FT. (5.1 -2.22) X 6.08' X 10.17' X 0.0312 TON/CU. FT. 1 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248 Alarm 34" Union WATER MEETS CODE. --REMOVE TOPSOIL ONLY WEIGHT WATER= 4.41 TON 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4- PER FOOT. (UNLESS NOTED) 4. PUMP TO BE CAPABLE OF PASSING Y » TANK AND 27 COVER ARE HEAVIER BY 7.8 TON. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 1-1/4" SOLIDS AND INSTALLED IN STRICT m 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". J 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW a D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET KIT BATH BDRM LVRM BDRM FLOOR PLAN NOT TO SCALE IMPERVIOUS BARRIER INSTALL 3' DEEP 40 MIL VINYL BARRIER 5' OFF LEACHING. TOP BARRIER=9.62 MIN. 7,67 8.3 A � � O � w 0 N /F BERNARD '\� �0 ae. N /F MONOLI HI 1000 A N , 9• DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. H-10 PUMP CHAMBER �`,� TANK COVERS: BUILD UP 2 COVERS SHOWN TO GRADE, 2 OTHER TANK COVERS DOWN 6". OUIMET GAS LINE MARKINGS 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. BUOYANCY CALL'S -MONOLITHIC PUMP CHAMBER MONOLITHIC 1500 GAL. H-10 SEPTIC TANK 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, \� UTILITY POLE (IF SHOWN) ® CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. USE CAST IN PLACE RUBBER BOOTS FENCE (IF SHOWN, NOT ALL SHOWN) 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING MOVE SHED IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 7,3 MONITORING WELL 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. s FT. 27" COVER=2.25' X 6.08' X 10.17' X 0.055 TON/CU. FT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. PROP. SWALE BASE MOUND= ELEV. 8 TEST HOLE DATE: 8/29/13 GRADE ABOVE BARRIER=9.9 (PROP. CONTOUR NOT SHOWN) PERFORMED BY: Ron Cadillac, Soil Evaluator RTE 28%x" t -o (D o 0G) Q O m Wilfin Rd Gardin Lane NOT TO SCALE LOCATION MAP TEST HOLE 1 WITNESSED BY: Amy Von Hone, (inches) RS CHO .DEPTH orches ELEV.(feet) 8 PERC RATE: 2'-24"/inch (TH 1-B layer) 0 / / 7.7 4 y 1 0o SPECIAL ORDER TANKS --USE CAST IN PLACE SOIL SURVEY(1993): Carver coarse sand A E layer 10 4/2. I� RUBBER BOOTS ON BOTH TANKS -2 PUMP OUT sandy loam Q _.. N/F LINE TO BE SET AS HIGH AS POSSIBLE. PLUG GEOLOGIC MAP(1986): Harwich outwash plain deposits 12 6.7 TH 1 J ,OS _ GI LES & SEAL OUTLETS NOT USED. MAKE WATER TIGHT. COVER TO GRADE O ' 0 XI 7,7 `' E B layer 7.5yr 5/6 ::: `�' t ti 20 ADS ARC 36LP o•.::�'�' � OHO A '�, •. mss, '�•: Invert 6.84 Make Invert 6.47Q loamy sand Thrusts + ,6 7x? 7,2 RAISE Proposed Water Tight Proposed Invert 9.30 27" 27",s a ° REP U 121111 -re Typical ::'; ''I I SEWER LOMB se qE posed Top Units=9.62 EffluPIPE 8" S=1/8"/ft+ � see ® Filter Cloth Proposed 3" Max. SWALL 7 Monolithic /8 "/ft ��ns inspection Port Invert :6:72 1500 Gal. P Min. i P > 1 Proposed Septic Tank 8 `'S� F 8.1 i 2.22 I 3.8» o G S S REMOVE CLOGGED SOIL 1 Tee �� �! �+ WITHIN 5' OF LEACHING I Bottom 1 ti " Invert 9.27 I 8.95 Invert 9.47 1 , �,A i �y �' •: 1 6 Stone or compact Proposed Proposed 1 4 Bottom o oo ,o0 1 l 1 l i13 C"' 5*1 j lI High Groundwater=4.9510' 2-i 1 l - j 1 R OF 1.5' U.S.G.S. AdjustmentLOT 3C BENCH MR 5400±SF X7,9 CONC. STOOP 7.83 ;ASSIGNED 3 z neSA 2013 `,�� DESIGN DATA *PRESSURE LINE LENGTH O �v^d 1.1 ` t -S 4 ���� O�\� (�1.,'�v,�t 0 O BEDROOMS: 2, (3 DESIGN) o= N /F Y, o C layer 2.5y 6/6 med. fine sand 51" --observed water _ 3.45 96" -n '; �j,� - -- __ \ � 7; F � O � _ •:.:.'1 � . / __ GARBAGE. GRINDER: __ No `� Q % 0 MCDERMOT to. REQUIRED CAPACITY: 330 GPD LEACH AREA �qU ' /�i ®7,63 �3'� ) �"�I I �'V �,�� SEP11C TANK:. 1500 GAL. USE 20 ADS ARC 36LP(3.8 INCH INVERT) CHAMBERS i `�` HOT WATER SHED ✓ ! t EFFECTIVE BED LEACHING AREA: 378.4 SF TO MAKE A 25' BY 11'-4" BED, AS SHOWN. 4Z, , 8.0 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 1 (I V �� L__� BENCH MARK-- TOP CORNER OF 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) 737 CONC. STOOP = 7.99 ASSIGNED DESIGN CAPACITY: 350 GPD 5' REMOVAL &BARRIER (� -e [(473 SF) X .74 GPD/SF] DO 5' REMOVAL ALL AROUND AND UNDER DOWN PUMP CHAMBER STORAGE CAPACITY: 349 GAL. TO B LAYER (EL. 6.7f) USE 3' DEEP 40 MIL �\ DOSES PER DAY: 3.2 IMPERVIOUS BARRIER WITH TOP AT 9.77 MINIMUM. T C G LLO P CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 1.94 6" STONE UNDER 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. Bottom MAKE FACTORY WATER -PROOF 6. TO PROVIDE FOR EASY AND SAFE \1 A IAITL•AI A AI/".0 /lC AI ILIA. MONOLI HI 1000 A N , TH 1 TEST HOLE LOCATION, NUMBER F H-10 PUMP CHAMBER �`,� OVERHEAD ELECTRIC WIRES (IF SHOWN) GAS LINE MARKINGS x 9.5 x 10.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS BUOYANCY CALL'S -MONOLITHIC PUMP CHAMBER MONOLITHIC 1500 GAL. H-10 SEPTIC TANK $---- MAKE TANK WATER TIGHT \� UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN USE CAST IN PLACE RUBBER BOOTS FENCE (IF SHOWN, NOT ALL SHOWN) WEIGHT OF EMPTY CHAMBER AND 27" OF COVER WEIGHT OF EMPTY SEPTIC TANK AND 27" OF COVER REV. 4/02/14 --LEACHING REVISED TO ELIMINATE VARIANCES CHAMBER= 4.60 TON (PER SHOREY) TANK= 5.64 TON (PER SHOREY) COVER TO GRADE DRILL 3/8" WEEP/VENT HOLE ALARM &PUMP NOTES 27" COVER= 2.25' X 5.42' X 8.25' X 0.055 TON/CU. FT. 27" COVER=2.25' X 6.08' X 10.17' X 0.055 TON/CU. FT. Recommend Floats 1. ALARM TO BE WIRED BY ELECTRICIAN ON 27" COVER= 5.53 TON 27" COVER=7.65 TON replaceable from to 2" PVC P P � SEPARATE CIRCUIT FROM PUMP. TOTAL= 5.53 TON + 4.60 TON = 10.13 TON TOTAL= 7.65 TON + 5.64 TON = 13.29 TON 2. ELECTRICAL WORK TO BE INSPECTED BY WEIGHT OF WATER --HIGH GROUNDWATER DOWN WEIGHT OF WATER --HIGH GROUNDWATER DOWN 6.44 uick Disconnect/ WIRING INSPECTOR. 51 - 1.94' X 5.42' X 8.25' X 0.0312 TON ( ) /CU. FT. (5.1 -2.22) X 6.08' X 10.17' X 0.0312 TON/CU. FT. Alarm 34" Union 3. ALARM TO BE LOCATED IN HOUSE. WEIGHT WATER= 4.41 TON WEIGHT WATER= 5.56 TON Invert » Check Valve On 27 4. PUMP TO BE CAPABLE OF PASSING TANK AND 27" COVER ARE HEAVIER BY 5.7 TON. » TANK AND 27 COVER ARE HEAVIER BY 7.8 TON. Off 23" el. 4.15 1-1/4" SOLIDS AND INSTALLED IN STRICT P CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 1.94 6" STONE UNDER 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. Bottom MAKE FACTORY WATER -PROOF 6. TO PROVIDE FOR EASY AND SAFE \1 A IAITL•AI A AI/".0 /lC AI ILIA. M I 1vr rvlvlr l.r1FUVI0Gr\ AV rUIVIr •• • "• •• "•• •, •� • •�� 1 , , ,11 • • �1 VI Y/1 1 V 1.\L. BE REMOVED FROM TOP OF TANK. :OMMEND FLOATS BE ATTACHED TO 2" LINE SO FLOATS CAN BE ADJUSTED DE CHAMBER. AA4 �\H OF I fqs �iN OF MqSsgcy sgy��P C, RONALD P RONALD �m Hermit valid for REPAIR OF SF PTIG SYSTf M JAMES OA4 o JAMES �Q,Y, dale to State and Local septic variances. CADILLAC "'> " CADILLAC Board of liealtlt review and approval is required fox # 1060 # 35779 �#•ny future add ltions/renin ations/alterations to AES SAO sew,age faciliti� .and/or structures/dwelling. ESTE q p >� SANITRR�P�` f ' suR\JE� Yarmouth Hea®l/th �N[\3J)eliartn�ent at, Date HALTH AGENT APPROVAL DATE I�Mg Do ' x 2fi HEALTH DIEP4. SITE PLAN FOR THOMAS C. 8c CINDY A. BOYLE LOT 3-C, 12 GARDINER LANE, S. YARMOUTH, MA FEBRUARY 6, 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 ©2014 BY R.J. CADILLAC PAGE 1 OF 1 LEGEND TH 1 TEST HOLE LOCATION, NUMBER F WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) GAS LINE MARKINGS x 9.5 x 10.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS ,,--6--- EXISTING CONTOUR $---- 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. 4/02/14 --LEACHING REVISED TO ELIMINATE VARIANCES M I 1vr rvlvlr l.r1FUVI0Gr\ AV rUIVIr •• • "• •• "•• •, •� • •�� 1 , , ,11 • • �1 VI Y/1 1 V 1.\L. BE REMOVED FROM TOP OF TANK. :OMMEND FLOATS BE ATTACHED TO 2" LINE SO FLOATS CAN BE ADJUSTED DE CHAMBER. AA4 �\H OF I fqs �iN OF MqSsgcy sgy��P C, RONALD P RONALD �m Hermit valid for REPAIR OF SF PTIG SYSTf M JAMES OA4 o JAMES �Q,Y, dale to State and Local septic variances. CADILLAC "'> " CADILLAC Board of liealtlt review and approval is required fox # 1060 # 35779 �#•ny future add ltions/renin ations/alterations to AES SAO sew,age faciliti� .and/or structures/dwelling. ESTE q p >� SANITRR�P�` f ' suR\JE� Yarmouth Hea®l/th �N[\3J)eliartn�ent at, Date HALTH AGENT APPROVAL DATE I�Mg Do ' x 2fi HEALTH DIEP4. SITE PLAN FOR THOMAS C. 8c CINDY A. BOYLE LOT 3-C, 12 GARDINER LANE, S. YARMOUTH, MA FEBRUARY 6, 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 ©2014 BY R.J. CADILLAC PAGE 1 OF 1