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Home My WebLink AboutEngineered Plan - Rev. 2014N SEPTIC SYSTEM DESIGN I" FLOW ESTIMATE: 3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY w LOCUS Y Z U J Z -� Q J Z = LOCATION MAP (8,500 SF) ASSESSORS MAP: 33 PARCEL: 178 PLAN BOOK: 145, PAGE: 67 SEPTIC TANK: 330 GAL / DAY x 2 DAYS = 660 GAL USE 1500 GALLON SEPTIC TANK LEACHING AREA: USE 9 CULTEC C4 CHAMBERS (4'x 8') IN A STONELESS 24'x 12' CONFIGURATION (24'x 12'x 3" EFF. DEPTH) TOTAL LINEAR FEET = 9 UNITS x 8'1 UNIT = 72' EFFECTIVE BOTTOM LEACHING AREA = 72'x 6.7 SF/FT = 482 SF EFFECTIVE LEACHING CAPACITY = 482 SF x (0.74) = 357 GAUDAY SEPTIC SYSTEM SECTION 102.28 TOP OF ° FOUNDATION 99.7 1/4" Per ft� 1/8" er ft ELEV, a ! �n r nc nn nu ELEV. N shed & BUOYANCY CALCULATION: 1500 GALLON SEPTIC TANK shower 10.5'x 5.67'x (95.6 - 94.83) x 62.4 LB/CF = 2,861 LB WEIGHT OF TANK = 11,480 LB BUOYANCY CALCULATION: 1000 GALLON PUMP CHAMBER I'' BED bath KITCHEN 8.5'x 4.83' x (95.6 - 94.56) x 62.4 LB/CF = 2,664 LB ROOM WEIGHT OF TANK = 8,240 LB fl FAMILY l ROOM t BED LIVING ROOM ROOM r EXISTING FLOOR PLAN I I� 101 / I S 88°16'20" E 106.25' / 101.6 X 101.5 20' �'�:Exa ��tealt'� I)ert�;at -. W PC 10' min ui LL w � m bh 11ST i 101.6 O u W O COO �� Z W < 00 C Q Z EXISTING ' shw �\ cp ) \ 5' SOIL REMOVAL 2 BEDROOM 5 (SEE NOTE 15) " J \ DWELLING 10 Nom` top fnd.= 102.28 Conc. P P�SNOFM,gssq J Patio /101 EXISTING WOOD DECK rum / TO BE REMOVED god TERRY Gs�� O o ANN J E �� ' CIO � IPJARNER � _ o i No. 38721 7� Eedla/1 0� AVED DRIVE �\ ` r ib � 0��. P L� 0 th-1 � / � ; �17, ' 8*16'2' Stockade Fence I N 88°16'20" W EXISTING SEPTIC SYSTE EXISTING CONTOUR: - - - - (SEE NOTE 13) PROPOSED CONTOUR: ............. BENCHMARK AT EXISTING SPOT ELEVATION: 25.5 LEFT CORNER OFPROPOSED SPOT ELEVATION: 0 / BOTTOM STEP I TEST HOLE:L -0- ELEVATION =101.91 UTILITY POLE: --o- EXISTING INVERT ELEVATION 1 FENCE LINE: OF ORANGEBERG PIPE AT T: THIS LOCATION = 99.57 HYDRANT: -6- I -b- RETAINING WALL:® M14-33 2" PRESSURE LINE TO EXIT THROUGH RISER. A QUICK DISCONNECT IS TO BE PROVIDED FOR FUTURE ACCESS TO PUMP. PUMP CHAMBER COVER TO BE AT GRADE. ALL OTHER COVERS AND INSPECTION PORT TO BE WITHIN 6" OF GRADE. 2„ pressure k 06100.89 V. ELEV. D -BOX 1000 GALF STONE UNDER) PUMP CHAMBETEE AT INLET) SRM -4 PUMP. PDRAIN HOLE BE INSTALLEDI SEPARATE FROM CHECK ANCE BETWEEN VALVE SWITCH T MAX. COVER (1' MIN) INSPECTION PORT ELEV.= 101.31 iI I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°1111 100.6 ELEV. E-- 24'x 12' - - USE 9 CULTEC C-4 CHAMBERS (4'x 8') 5.0' 100.85 IN A 24'x 12' CONFIGURATI N :LEV. (24'x 12'x 3" EFFECTIVE DEPTH) ADJUSTED GROUND WATER ELEVATION = 95.6 94.56 1500 GAL ELEV, SEPTIC TANK GAS BAFFLE & STONE UNDER OR ZABEL WITF FILTER %NICALLY COMPACTED) POOW LOAMY SAND 6E UP, 13" DOWN D / .T: 6"O 14" DOWN N shed & BUOYANCY CALCULATION: 1500 GALLON SEPTIC TANK shower 10.5'x 5.67'x (95.6 - 94.83) x 62.4 LB/CF = 2,861 LB WEIGHT OF TANK = 11,480 LB BUOYANCY CALCULATION: 1000 GALLON PUMP CHAMBER I'' BED bath KITCHEN 8.5'x 4.83' x (95.6 - 94.56) x 62.4 LB/CF = 2,664 LB ROOM WEIGHT OF TANK = 8,240 LB fl FAMILY l ROOM t BED LIVING ROOM ROOM r EXISTING FLOOR PLAN I I� 101 / I S 88°16'20" E 106.25' / 101.6 X 101.5 20' �'�:Exa ��tealt'� I)ert�;at -. W PC 10' min ui LL w � m bh 11ST i 101.6 O u W O COO �� Z W < 00 C Q Z EXISTING ' shw �\ cp ) \ 5' SOIL REMOVAL 2 BEDROOM 5 (SEE NOTE 15) " J \ DWELLING 10 Nom` top fnd.= 102.28 Conc. P P�SNOFM,gssq J Patio /101 EXISTING WOOD DECK rum / TO BE REMOVED god TERRY Gs�� O o ANN J E �� ' CIO � IPJARNER � _ o i No. 38721 7� Eedla/1 0� AVED DRIVE �\ ` r ib � 0��. P L� 0 th-1 � / � ; �17, ' 8*16'2' Stockade Fence I N 88°16'20" W EXISTING SEPTIC SYSTE EXISTING CONTOUR: - - - - (SEE NOTE 13) PROPOSED CONTOUR: ............. BENCHMARK AT EXISTING SPOT ELEVATION: 25.5 LEFT CORNER OFPROPOSED SPOT ELEVATION: 0 / BOTTOM STEP I TEST HOLE:L -0- ELEVATION =101.91 UTILITY POLE: --o- EXISTING INVERT ELEVATION 1 FENCE LINE: OF ORANGEBERG PIPE AT T: THIS LOCATION = 99.57 HYDRANT: -6- I -b- RETAINING WALL:® M14-33 2" PRESSURE LINE TO EXIT THROUGH RISER. A QUICK DISCONNECT IS TO BE PROVIDED FOR FUTURE ACCESS TO PUMP. PUMP CHAMBER COVER TO BE AT GRADE. ALL OTHER COVERS AND INSPECTION PORT TO BE WITHIN 6" OF GRADE. 2„ pressure k 06100.89 V. ELEV. D -BOX 1000 GALF STONE UNDER) PUMP CHAMBETEE AT INLET) SRM -4 PUMP. PDRAIN HOLE BE INSTALLEDI SEPARATE FROM CHECK ANCE BETWEEN VALVE SWITCH T MAX. COVER (1' MIN) INSPECTION PORT ELEV.= 101.31 iI I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°I I°1111 100.6 ELEV. E-- 24'x 12' - - USE 9 CULTEC C-4 CHAMBERS (4'x 8') 5.0' 100.85 IN A 24'x 12' CONFIGURATI N :LEV. (24'x 12'x 3" EFFECTIVE DEPTH) ADJUSTED GROUND WATER ELEVATION = 95.6 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 CONFORM WITH AASHTO H-20 SPECIFICATIONS. 5. PIPE PITCH = 1/8" & 1/4" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' 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. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 10. GROUND COVER OVERALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31. 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. 13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. EXISTING FLOWDIFFUSORS ARE TO BE ABANDONED. _ 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. Q�� L�Od�� 15. ALL UNSUITABLE SOIL, (A & B HORIZON, APPROX. 24" DEEP) WITHIN 5' OF PROP SED:(:ENc� 9 LO 14 AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 16. AN ELECTRICAL PERMIT IS REQUIRED FOR PUMP SYSTEM PRIOR TO CONSTRU TI0NNEALTI•-1 DEP T. 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE ADDITIVE OR CONSEAL 55. A 6" EZ WRAP IS ALSO REQUIRED FOR BOTH TANKS. MAS J. McLIF.11 P C7777��SIT�EPLAN LOCATION: 38 HOLLY LANE, S. YARMOUTH. MA PREPARED FOR: BARBARA VINES DATE: 8-5-14 REVISED: 8 -I1 -14Y ABOVE GROUND WATER) REVISED• 8-29-14 (PUMP DETAILS & NOTE 17) SCALE: 1"=20"_,, BASS RIVER ENGINEERING i P E P.O. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 OR 508-364-9048 TH-1 101.0 TEST HOLE LOGS O/AHORIZON ELEV. LOAMY SAND ENGINEER: THOMAS McLELLAN, P.E. 81, 1OYR 4/1 100.3 WITNESS: AMY VON HONE, R.S. B HORIZON LOAMY SAND DATE: 7-31-14 24" 1OYR 5/8 99.0 PERCOLATION RATE: < 2 MIN/IN C HORIZON MEDIUM SAND PERC AT 36" 2.5Y 7/6 USGS GROUND WATER ADJUSTMENT: 88" OBSERVED193.7 WELL: MIW-29, ZONE: A, ADJ. (JUNE): 1.9' ADJUSTED GROUND WATER ELEV.= 95.6 120" GROUND WATER 91.0 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 CONFORM WITH AASHTO H-20 SPECIFICATIONS. 5. PIPE PITCH = 1/8" & 1/4" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' 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. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 10. GROUND COVER OVERALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31. 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. 13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. EXISTING FLOWDIFFUSORS ARE TO BE ABANDONED. _ 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. Q�� L�Od�� 15. ALL UNSUITABLE SOIL, (A & B HORIZON, APPROX. 24" DEEP) WITHIN 5' OF PROP SED:(:ENc� 9 LO 14 AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 16. AN ELECTRICAL PERMIT IS REQUIRED FOR PUMP SYSTEM PRIOR TO CONSTRU TI0NNEALTI•-1 DEP T. 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE ADDITIVE OR CONSEAL 55. A 6" EZ WRAP IS ALSO REQUIRED FOR BOTH TANKS. MAS J. McLIF.11 P C7777��SIT�EPLAN LOCATION: 38 HOLLY LANE, S. YARMOUTH. MA PREPARED FOR: BARBARA VINES DATE: 8-5-14 REVISED: 8 -I1 -14Y ABOVE GROUND WATER) REVISED• 8-29-14 (PUMP DETAILS & NOTE 17) SCALE: 1"=20"_,, BASS RIVER ENGINEERING i P E P.O. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 OR 508-364-9048