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Home My WebLink AboutEngineer PlanFLOOR PLAN 17 Ib BATH DINING flO D ROOM ROOM ^ 15 Z� �9 14 Z 9 13 BED li LIVING MUD /2 ROOM ROOM ROOM I n BASEMENT NOTES SYSTEM PROFILE - SECTION A -A SCALE : i in = 5 ft swole to be 10 Inches ocross and 5 Inches deep ALL UNSUITABLE SOILS ARE TO BE REMOVED DOWN TO THE C HORIZON (CLEAN MEDIUM TO COARSE SAND), AND REPLACED WITH CLEAN MEDIUM SAND PER TITLE 5. Install Swale Sid retention area as shown to keep storm water f;om leaving the property. The designer/ ingineer is to inspect and certify _ the system on a installed Te //�CC.,oa� rrus6L 4Firra� leaching fieldllto be. stoked out by designer prior to constuction MOVA TREE REL, AT INSTALLERS DISCRETION. UTILITIES WATER LINE GAS LINE OVERHEAD WIRE Dy UTILITYHO_ DRAIN POLE HYDRANT E ALLER TOLOCATIONSmla UNDERGROUNDIES BEFOREATING FOR..,..Y. kms' I PINE 15 In .O PINE I- 1104 Yarmouth Health Department 2 APPROVED , �zame Dab 13x 3 ea Re nY CouR V 0.°T i na 9 PO a P £ p $ 4 V P 6 rnes(une - � In d path ns YARMOUTH. MA LOCUS MAP THIS IS A D. COLOR JGH Rin UGH ((I( IGS I! No. 1093 PLAN USE COLOR PLAN ONLY Z FOR INSTALLATION P W 1 3:1 11 F/ELD 155 Geo RU der Rd S VIEWED IN FULL COLOR ti PROPERTY ADDRESS CLEAN BACKFILL/ FILL Dovidcou®HotmoiLcom 508364-0894 a Loex ETE-4603 nacoE o J�S\O� PARENT SAND 5Q0 ¢ MATERIAL 0 __ w t4 c as a /6 's• TOP AT e/ 15.0 SCALE : i in = 5 ft swole to be 10 Inches ocross and 5 Inches deep ALL UNSUITABLE SOILS ARE TO BE REMOVED DOWN TO THE C HORIZON (CLEAN MEDIUM TO COARSE SAND), AND REPLACED WITH CLEAN MEDIUM SAND PER TITLE 5. Install Swale Sid retention area as shown to keep storm water f;om leaving the property. The designer/ ingineer is to inspect and certify _ the system on a installed Te //�CC.,oa� rrus6L 4Firra� leaching fieldllto be. stoked out by designer prior to constuction MOVA TREE REL, AT INSTALLERS DISCRETION. UTILITIES WATER LINE GAS LINE OVERHEAD WIRE Dy UTILITYHO_ DRAIN POLE HYDRANT E ALLER TOLOCATIONSmla UNDERGROUNDIES BEFOREATING FOR..,..Y. kms' I PINE 15 In .O PINE I- 1104 Yarmouth Health Department 2 APPROVED , �zame Dab 13x 3 ea Re nY CouR V 0.°T i na 9 PO a P £ p $ 4 V P 6 rnes(une - � In d path ns YARMOUTH. MA LOCUS MAP 13x5 B in NE SOIL REMOVAL e y I AREA PROPOSED SOIL 3x 3 ABSORPTION SYSTEM IR to 13x4 -SEE DETAIL PINE , ON BACK 15 in �pv—DATUM dG nrn ' ' LULL U h !U U V ROBE ROBB HEALTH DEPT. SCALE: I in = 20 ft IN 3541 PRINT ON 11 x 17 in PAPER FOR PROPER SCALE THIS PLAN 15 INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. 13 x 7 10 V N 14.65 LC LEND SEPTIC COMPONENTS 2000 GAL 2 COMPARTMENT SEPTIC TANK/ PUMP CHAMBER OEXISTING LEACH PIT/ CESSPOOL DISTRIBUTION BOX TEST PIT CLEAN OUT TO GRADE EXISTING CESSPOOLS INCLUDING ANY NOT SHOWN ON THIS PLAN ARE TO BE LOCATED AND SHALL BE PUMPED, COLLAPSED & FILLED DAVID THIS IS A D. COLOR JGH Rin UGH ((I( IGS I! No. 1093 PLAN USE COLOR PLAN ONLY FOR INSTALLATION 13 3 FULL DETAIL IS BEST 3 155 Geo RU der Rd S VIEWED IN FULL COLOR .,� PROPERTY ADDRESS tti dee�P 1 �oeDr 6®tea Dovidcou®HotmoiLcom 508364-0894 s Aq? I Loex ETE-4603 nacoE o J�S\O� 5Q0 13 x 7 L w t4 INSTALL 40 MIL as POLY LINER /6 's• TOP AT e/ 15.0 p< BOTTOM AT el 11.0 13x5 B in NE SOIL REMOVAL e y I AREA PROPOSED SOIL 3x 3 ABSORPTION SYSTEM IR to 13x4 -SEE DETAIL PINE , ON BACK 15 in �pv—DATUM dG nrn ' ' LULL U h !U U V ROBE ROBB HEALTH DEPT. SCALE: I in = 20 ft IN 3541 PRINT ON 11 x 17 in PAPER FOR PROPER SCALE THIS PLAN 15 INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. 13 x 7 10 V N 14.65 LC LEND SEPTIC COMPONENTS 2000 GAL 2 COMPARTMENT SEPTIC TANK/ PUMP CHAMBER OEXISTING LEACH PIT/ CESSPOOL DISTRIBUTION BOX TEST PIT CLEAN OUT TO GRADE EXISTING CESSPOOLS INCLUDING ANY NOT SHOWN ON THIS PLAN ARE TO BE LOCATED AND SHALL BE PUMPED, COLLAPSED & FILLED DAVID DAVID D. D. JGH Rin UGH ((I( IGS I! No. 1093 No. 461 vuic' / S r�V Sq IT REVISED APRIL 7, 2022 SEWAGE DISPOSAL SYSTEM PLAN -TO SERVE EXISTING OWEL L ING DOROTHYA. A KEVENY� OWNERCSI OF RECORD ill 2 SACHEM PATH RE 155 Geo RU der Rd S YARMOUTH. MA Chatham, MA 02633 PROPERTY ADDRESS DATE DECEMBER 23, 2021 Dovidcou®HotmoiLcom 508364-0894 PG ill Loex ETE-4603 nacoE SOIL EVALUATOR: WITNESSED BY: TEST PIT 1 ELEVATION DEPTH SOII 13.50 INCHES HO0 0-3 O 3-8 A 11.00 8-30 B 30-90 C 6.00 VID D. COUGHANOWR, ASE #461 IL RENAUD, HEALTH DEPT. GROUNDWATER AT 72 in (EL = 7.50) PERC AT 50 In - 2 MINIINCH IN C SOILS USDA SOIL ISOIL COLOR I SOIL I OTHER LOAM 10 YR 3/3 NONE FRIABLE SAND 10 YR 4/4 NONE FRIABLE SAND 10 YR 5/6 NONE LOOSE E SANDI 10 YR 614 1 NONE LOOSE COGvVOB01n ED 1500 GALL SEPTA C TANK 8, 500 GAL PUMP CHAMBER DIMENSIONS & DETAIL USE SHOREY 20 INLET �I .ir F�' I l W 9 b ;iii 4t . I b INLET CENTER OUTLET COVER COVER COVER ,4Eol, :II Ar'3 IN 'DROP FLOW LINE 10 `in`14 TO ^ s D -BOX 48 in 1�1` ' 00 LIQUID rGP'p�E o¢ LEVEL e, aALLON5 6 m STONE BASE Flow line In the pumchamber to be 2 In minimum SEPARATION BE WEEN INLET & OUTLET TEES NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW USE BARNES SE411 P MP PROVIDE 1/4 in 0.4 HP. 115 V. 1750 RPM WEEPHOLE TO PASSING 1-112 in S LIDS DRAIN PIPE AFTER PUMP CYCLE BACKWASH = 0.6 GAL. INS LL QUICK DISC DAINECT COL DLER COVER INF RISER TO Electrical permit GRADE for pump chamber required TO y D -BOX FROM ALAR14 ON 15 in WEEP SEPTIC PUMP'. ON 121n HOLE TANK PUMPS OFF 4 In STORAG 1-349.4 GAL CHECK VALVE 6 I. SIONF 6PSF Add second weep. hole above the check valve OBSERVED GW AT 7 INDEX WELL M1W- ZONE A READING DATE DEC READING 7.89 ADJUSTMENT 1.49 ADJUSTED GW 8.99 DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD SEPTIC TANK 220 GPD X 2 DAYS = 440 GALLONS INSTALL COMBINED 1500 GALLON SEPTIC TANK/ 500 GALLON PUMP CHAMBER. DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW, THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT THE LEACHING FIELD DEPICTED BELOW CAN LEACH: BOTTOM AREA = 486 sf -20 sf = 466 sq. ft. SIDEWALL AREA =0 0 SO ft. TOTAL AREA = 466 sq. ft. FLOW CAPACITY = 0.74 x 466 = 344.8 gal/day INSTALL THE LEACHING FIELD AS CONFIGURED BELOW. FLOW CAPACITY = 344.8 gal/day WHICH EXCEEDS THE 220 gal/day REQUIRED FOR A TWO BEDROOM DESIGN. §S.TR§BUT§ON. BOW' UDB 3 H20Y'. DIMENSIONS PIPES EXITING D BOX TO RUN LEVEL AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN c 12 In MIN FRE OF IRONS. FINES & DUST. -i -� N TANK y ys `' TO INSPECTION PORT WITHIN 3 in a; ^ SAS J1 oPo .)q 6 in STONE BASE 21 ; 2 CROSS SECTION VIEW LEACHINGSTONE BE D& FRE OF IRONS. FINES & DUST. FIELD DIIMDENDSIONL CAP PIPE ENDS INSPECTION PORT WITHIN 3 in OF FINAL GRADE. BUOYANCY CALCS SEASONAL HIGH GROUNDWATER = .8.99 BOTTOM OF SEPTIC TANK = 6.92 DEPTH OF WATER DISPLACED = 2.07 EXTERIOR DIMENSIONS OF UNIT = 12 ft x 6.5 ft 12 x 6.5 x 2.07 = 161.5.. cu ft x 7.48 = 1208 GAL 1208 x 8 Ib/ gal = 9664 # UNIT STPC20 WEIGHS 20000# SEPTIC TANK/PUMP CHAMBER WILL NOT FLOAT 10 ft v ri a x 10.,1 ft nrn Z AREA = (27 x 18)-(10 x 2) = 466 sf az n m 2 ft❑ro m_ z a 10 Ft 27 ft rcHARGE`NtlLES NOT SMALLEfl THAN 3/B in NOR GREATER THAN 5/8 in. -INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. -ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). -INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. -ECO-TECH RAPID RESPONSE RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES & APPLIANCES. AND PERIODIC PUMPING OF THE SEPTIC TANK. -SEPTIC TANK NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC TANK. TOP OF FOUND TION RAISE COVERS TO WITHINALL PIPE TO BE SCH. 40 PVC EL 14.65 + 6 in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MINS COVER 16.00 a A M GRADE ®-B®X :12 in*PIPFE SHALFRO M PUP CAO2 /nM5 HH8MBER T D BOX TEE 4 97 MIN THRUST BLOCKING AT BENDS. CAP PIPE ENDS CO ABINED UNIT O) 11.98 1 14.88 ° ° 6 in ooaaa0000a odoo=8 �a000 oaoaodaoo 1450 b) 12.65 EPTIC TAN / STONE 14.71 LEA (� WC3 FIELD EXISTING 100 GALLON11:25 BASE + Pl. MP CHASER 6.92 14.6 4 14.00 O 11.50 6 i n 5 T O N fa 8�A`5�E 3-7 ft � 86 ft', -27 ft n O) 32 ft The septic tank Feeds t0 FILL STONE TO TOP OF PIPE & COVER be v atertight and WITH APPROVED GEOTEXTILE FABRIC b) 19 ft fact ry waterproofed ADJUSTED SEASONAL T SEWAGE DISPOS 12 SACHEM PATH YARMOUTH, MA DECEMBER 23, 2021 ETE-4603 PG 2/2 HIGH GROUNDWATER 8.99