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Home My WebLink AboutEngineered Plan - 2015LOCUS N SEPTIC SYSTEM DESIGN DO4 �h'/�� FLOW ESTIMATE: <N 3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY SEPTIC TANK: 330 GAL / DAY x 2 DAYS = 660 GAL USE 1500 GALLON SEPTIC TANK \ Q- Q - LOCATION MAP LOT 61 (10,655 SF) ASSESSORS MAP: 23 PARCEL: 95 LAND COURT CASE: 17149G LEACHING AREA: USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH 4' OF STONE ALL AROUND (25'x 12.8'x 2' DEEP) SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74)=112 GAL/DAY BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAL/DAY CAPACITY = 349 GAL/DAY BUOYANCY CALCULATION: 1500 GALLON SEPTIC TANK 10.5'x 5.67'x (90.6 - 88.5) x 62.4 LB/CF = 7,801 LB WEIGHT OF TANK = 11,480 LB permit valid for RFPAIR OF SEPTIC SYSTI M ONLY, due to State and i ucal septic variances. Board of ifalth review and j1pprov-al is required for 1;Ty future add itionslren--ttions/alterations to sewage faei+'t.i€s ami/or structua-es/dwelling. Y"ara'nouth Ilealftt 0cl)artlHe1lt- .PIP . OVF �� /a � '.._-.------ Da3C` d.me 96 I 9+5 94 93� \ g't K STHROUGH ODER. SEPTiC SYSTEM SECTION A QUICbCONNECT S TE TO O RVIEDOR GAS BAFFLE & FUTURE ACCESS TO PUMP. ZABEL FILTER PUMP CHAMBER COVER TO BE AT GRADE. 101 72AT OUTLET TEE ALL OTHER COVERS AND INSPECTION PORT TOP OF m _,,,�. - �`^`' ^�-• = n- ��_I, I,,, TO BE WITHIN 6" OF GRADE. REQUIRED VARIANCES FROM TITLE FIVE: 1. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CRAWL SPACE (VARIANCE OF 7'). 2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 4'). BENCHMARK AT MAG NAIL ELEVATION = 100.0 \o -o- FQ�A�� eRoo i F KH/L 100 / o 99 / W < 98 // ��S 87_51'00" E oak n 31.34' 97 / / { i 18'• / s oak 100 G� � cp Deck 0- 4 - A 10 cp 10 68s BENCHMARK AT GAS GATE ELEVATION = 92.54 92,� 93 \ O 0 \ 10A \ 12" oak \ i Fa ,_ - 1 rah th-1' i i KEY: 01- EXISTING CONTOUR:- - - - 94 PROPOSED CONTOUR: ............. EXISTING SPOT ELEVATION: 25.5 j PROPOSED SPOT ELEVATION: 25.5 TEST HOLE: + / UTILITY POLE: -O- 95 FENCE LINE: HYDRANT: RETAINING WALL: LP % pine / 4 / 100--/ 3 / oak a� ---99 12" oak CO s � i 98 \ LIVING ROOM 97 T MAX. COVER (1' MIN) 2" PEASTONE OR FILTER FABRIC - 3/4" - 1 1/2" WASHED STONE INSPECTION PORT r ELEV.= 98.7 19 ° ° ° 1'11 95.87 4 � ELEV. 25'x 12.8' 2 - 500 GALLON CHAMBERS WITH 8.27' 4' OF STONE ALL AROUND (25'x 12.8'x 2' DEEP) ADJUSTED GROUND WATER ELEVATION = 90.6 v,� FOUNDATION TH-1 95.0 TEST HOLE LOGS 't� is - � , ,• �� a� �-�,, C ioy0 front pipe ELEV. tee at y �io4 inlet fro � Q pump cham. 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORK WITH AASHTO H-20 SPECIFICATIONS-.- PECIFICATIONS.5. O/AHORIZON 98.45 i 500 a rear EXISTING IN FRONT YA(2D) ELEV gal. 1000 98.15 pipe 98.7 93.0 , ° ELEV. i ELEV. gallons ELEV. . * ELEV. D -BOX (6" OF STONE UNDER) 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 1000 GAL � 1500 GAL.- 2 COMPARTMENT 94.9 SEPTIC TANK GAS ELEV. SEPTIC TANK & PUMP CHAMBER ELEV. (existing) TEE SIZES: (TO BE CONFIRMED) BAFFLE WITH MYERS SRM -4 PUMP. PUMP ALARM PACKAGE TO BE INSTALLED IN DWELLING 1!4" DRAIN HOLE 10YR 5/8 INLET: 6" UP, 13" DOWN POWERED BY A CIRCUIT SEPARATE FROM CHECK 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. OUTLET: 6" UP, 14" DOWN THE PUMP POWER. (DISTANCE BETWEEN VALVE 16. PUMP CHAMBER TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE A 0fVV ft%ONSEAL -aA 6" EZ WRAP IS ALSO REQUIRED. ON/OFF SWITCH TO BE 3") USGS GROUND WATER ADJUSTMENT: (DISTANCE BETWEEN ON SWITCH AND ALARM TO BE 12") REQUIRED VARIANCES FROM TITLE FIVE: 1. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CRAWL SPACE (VARIANCE OF 7'). 2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 4'). BENCHMARK AT MAG NAIL ELEVATION = 100.0 \o -o- FQ�A�� eRoo i F KH/L 100 / o 99 / W < 98 // ��S 87_51'00" E oak n 31.34' 97 / / { i 18'• / s oak 100 G� � cp Deck 0- 4 - A 10 cp 10 68s BENCHMARK AT GAS GATE ELEVATION = 92.54 92,� 93 \ O 0 \ 10A \ 12" oak \ i Fa ,_ - 1 rah th-1' i i KEY: 01- EXISTING CONTOUR:- - - - 94 PROPOSED CONTOUR: ............. EXISTING SPOT ELEVATION: 25.5 j PROPOSED SPOT ELEVATION: 25.5 TEST HOLE: + / UTILITY POLE: -O- 95 FENCE LINE: HYDRANT: RETAINING WALL: LP % pine / 4 / 100--/ 3 / oak a� ---99 12" oak CO s � i 98 \ LIVING ROOM 97 T MAX. COVER (1' MIN) 2" PEASTONE OR FILTER FABRIC - 3/4" - 1 1/2" WASHED STONE INSPECTION PORT r ELEV.= 98.7 19 ° ° ° 1'11 95.87 4 � ELEV. 25'x 12.8' 2 - 500 GALLON CHAMBERS WITH 8.27' 4' OF STONE ALL AROUND (25'x 12.8'x 2' DEEP) ADJUSTED GROUND WATER ELEVATION = 90.6 v,� DECK BATH I BATH BEDI BED ROOM ROOM DINING BED FAMILY AREA BATH ROOM ROOM KITCHEN DECK WALK -OUT :GE ABOVE :R PATIO .' EXISTING FLOOR PLAN 1.1010?M6 V t J SITE PLAN LOCATION: 41 BROOKHILL RD., W.YARMOUTH, MA PREPARED FOR: JAMES MACNEILL DATE: 10-6-15 SCALE: 1" = 20' BASS RIVER ENGINEERING P E P.O. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 OR 508-364-9048 NOTES: TH-1 95.0 TEST HOLE LOGS 2. MUNICAPAL WATER IS AVAILABLE. ELEV. 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORK WITH AASHTO H-20 SPECIFICATIONS-.- PECIFICATIONS.5. O/AHORIZON 5.PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). ENGINEER: THOMAS McLELLAN, P.E.LOAMY 6. FIRST T OF PIPE OUT OF D -BOX TO BE SET LEVEL. SAND 10YR 4/2 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. v p;r.A / , , 81, . * 94.3 WITNESS: AMY VON HONE, R.S. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. B HORIZON PERC AT 26" DATE: 8-12-15 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND LOAMY SAND 30" 10YR 5/8 92,5C PERCOLATION RATE: <2 MIN/IN 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. HORIZON 15. AN ELECTRIC PERMIT FOR THE PUMP PACKAGE IS TO BE OBTAINED PRIOR TO CONSTRUCTION. 16. PUMP CHAMBER TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE A 0fVV ft%ONSEAL -aA 6" EZ WRAP IS ALSO REQUIRED. MEDIUM SAND USGS GROUND WATER ADJUSTMENT: 2.5Y 7/4 WELL: MIW-29, ZONE: B, ADJUSTMENT: 3.1' 901. OBSERVED 87.5 ADJUSTED GROUND WATER ELEV.= 90.6 120"1 GROUNDWATER 1 85.0 DECK BATH I BATH BEDI BED ROOM ROOM DINING BED FAMILY AREA BATH ROOM ROOM KITCHEN DECK WALK -OUT :GE ABOVE :R PATIO .' EXISTING FLOOR PLAN 1.1010?M6 V t J SITE PLAN LOCATION: 41 BROOKHILL RD., W.YARMOUTH, MA PREPARED FOR: JAMES MACNEILL DATE: 10-6-15 SCALE: 1" = 20' BASS RIVER ENGINEERING P E P.O. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 OR 508-364-9048 NOTES: 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORK WITH AASHTO H-20 SPECIFICATIONS-.- PECIFICATIONS.5. 5.PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). HYDRANT 6. FIRST T OF PIPE OUT OF D -BOX TO BE SET LEVEL. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. v p;r.A / , , 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL . * CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. tet_ �vlHA0Fk" 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. TrRn " 18 A NN 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. RI IVAFI17R No.38721 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. fl �} 13. EXISTING CESS POOLS AND LEACH PIT ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED. t 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 15. AN ELECTRIC PERMIT FOR THE PUMP PACKAGE IS TO BE OBTAINED PRIOR TO CONSTRUCTION. 16. PUMP CHAMBER TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE A 0fVV ft%ONSEAL -aA 6" EZ WRAP IS ALSO REQUIRED. DECK BATH I BATH BEDI BED ROOM ROOM DINING BED FAMILY AREA BATH ROOM ROOM KITCHEN DECK WALK -OUT :GE ABOVE :R PATIO .' EXISTING FLOOR PLAN 1.1010?M6 V t J SITE PLAN LOCATION: 41 BROOKHILL RD., W.YARMOUTH, MA PREPARED FOR: JAMES MACNEILL DATE: 10-6-15 SCALE: 1" = 20' BASS RIVER ENGINEERING P E P.O. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 OR 508-364-9048