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Home My WebLink AboutEngineered Plan - Rev. 20044 FEET 14 INCHES TO BE WATER r_m I Lo I LLJ //V AN I VX 48r X 10__ ' TRENCH FORMATION 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 1000 GALLON to WELL NO WATER ENCOUNTERED AT 124" ELEV. _aa.M 6 FEET 24 INCHES ri /A (TO BE PLACED ON FIRM BASE) SOIL ABSORP11ON 7 FEET 29 INCHES ZONE 8 FEET 34 INCHES SEPTIC 3/4- TO 1 1/2- CLEAN INDEX DOUBLE WASHED STONE. SYSTEM (SAS) ADJUST - FREE OF FINES & SILT DESIGN CALCULATIONS NUMBER OF BEDROOMS 4-- USGS PROBABLE WATER TABLE ELEV. SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ELEV, GARBAGE DISPOSAL UNIT NOT TO SCALE BOTTOM OF TEST HOLE ELEV. TOTAL ESTIMATED FLOW110 GAI_/13R./bAY X . 4 BR.) GALJDAY REQUIRED SEPTIC TANK CAPACITY __WQ_ GAL. ACTUAL SIZE OF SEPTIC TANK EXISTING -10-0-0- GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE MIN./IN, EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA SQ. FT. (llX)+(59Xl0/l2) LEACH48ING CAPA2XCITY (AREA X RATE) _91M GAL./DAY 628.33 X 0.74 RESERVE LEACHING. CAPACITY -NDW- GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D. E. P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ■ WITHIN 6" OF FINISHED 'GRADE. 98.9 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.' H-20 LOADING SHALL BE 98.8 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE ICp.2 120 0' MORTARED IN PLACE. DRIVE 5. NO DETERMINATION HAS BEEN MADE AS TO COPD OWITH. -/--APPLICANT IS •TO J 9 9.8 100.6 _� - x 99.2 OBTAIN SUGH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 100.5 DRI VE AT LEAST .72 HOURS PRIOR TO COMMENCING WORK ON SITE. LOT 24J 98.4 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL RADE Iloo.0 12,000.0 -t- S. f. AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF 99.8 THE DESIGN ENGINEER IMMEDIATELY. 99.9 10110 8. PARCEL IS IN- FLOOD ZONE 1 Z 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 99.8 0. EXISTING LEACH PIT IS TO BE PUMPED 'AND REMOVED. 99.4 7, 00) Ws 0 9 Q) OF V I R1 T. A. 99.3 , , boo LEGEND: EXISTING SPOT ELEVATION xO.O EXISTING, CONTOUR ----00---- FINAL SPOT ELEVATION 00. FINAL CONTOUR 00 1 SOIL TEST LOCATION UTILITY POLE coi TOWN WATER -W t-jylf CATCH BASIN �o GAS LINE CESSPOOL c p CLEANOUT �-�<O. 2T92' 09-29 ZION TANK D -80X_ V!!- 99.7 ExIsilly 4 BEDROOM OV,fLONG 99. 99.4 120-00 99.4 • 98.8 9r7 �611 97- ).5 97.3 ci L)UM^ No 619� ?,4040 G ITVkk Rk APPROVED: BOARD. OF HEALTH DATE AGENT� ocus T PROPOSED SEPTIC DESIGN FOR ROSS JOLLY MIN. HICH 1/0 t-tKIrl., 2* LAYER OF LO c.25 CAPTAIN COC KER RD. SOUTH YARMOUTK PASS. SKTElSLW LWG17fF"MG 235 GREAT WESTERN ROAD 508-922 P. 0. BOX 713 398-3 SOUTH DENNIS MASS. 02660 1/8TO 1/2- r SCALE 1 " '7= 20 DATE MAR. 26, 2 REV. APR. 1, 2004 6' MAX. MAX 99.29 WASHED STONE VENT LOCATION MAP F _ III .3.50 OF:�l .4" CAST IRON PIPE EP M.N. 97.04 NOT REOU!RED I Al I I ulmikli (OR �EOUAQ MINIMUM PITCH 1/4- PER FT. R:;FL:0W:LINE 96.29 ELEV. 96.50 10. -TMIN. \-ELEV. 98.08 0 0 7v VEL Ag 10 94.96 E LEV GDAR 96 6" SUMP ELEV. 9529 ELEV. _95- - � o ELEV. I BAFFLE DISTRIBUTION ELEV. J LIQUID OUTLET DEPIH TEE BOX 95.79 HIGH CA, PA Cl TY Iff k IRA TORS W TH STONE z it20 Irvic-nKinN 4 FEET 14 INCHES TO BE WATER r_m I Lo I LLJ //V AN I VX 48r X 10__ ' TRENCH FORMATION 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 1000 GALLON to WELL NO WATER ENCOUNTERED AT 124" ELEV. _aa.M 6 FEET 24 INCHES ri /A (TO BE PLACED ON FIRM BASE) SOIL ABSORP11ON 7 FEET 29 INCHES ZONE 8 FEET 34 INCHES SEPTIC 3/4- TO 1 1/2- CLEAN INDEX DOUBLE WASHED STONE. SYSTEM (SAS) ADJUST - FREE OF FINES & SILT DESIGN CALCULATIONS NUMBER OF BEDROOMS 4-- USGS PROBABLE WATER TABLE ELEV. SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ELEV, GARBAGE DISPOSAL UNIT NOT TO SCALE BOTTOM OF TEST HOLE ELEV. TOTAL ESTIMATED FLOW110 GAI_/13R./bAY X . 4 BR.) GALJDAY REQUIRED SEPTIC TANK CAPACITY __WQ_ GAL. ACTUAL SIZE OF SEPTIC TANK EXISTING -10-0-0- GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE MIN./IN, EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA SQ. FT. (llX)+(59Xl0/l2) LEACH48ING CAPA2XCITY (AREA X RATE) _91M GAL./DAY 628.33 X 0.74 RESERVE LEACHING. CAPACITY -NDW- GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D. E. P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ■ WITHIN 6" OF FINISHED 'GRADE. 98.9 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.' H-20 LOADING SHALL BE 98.8 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE ICp.2 120 0' MORTARED IN PLACE. DRIVE 5. NO DETERMINATION HAS BEEN MADE AS TO COPD OWITH. -/--APPLICANT IS •TO J 9 9.8 100.6 _� - x 99.2 OBTAIN SUGH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 100.5 DRI VE AT LEAST .72 HOURS PRIOR TO COMMENCING WORK ON SITE. LOT 24J 98.4 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL RADE Iloo.0 12,000.0 -t- S. f. AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF 99.8 THE DESIGN ENGINEER IMMEDIATELY. 99.9 10110 8. PARCEL IS IN- FLOOD ZONE 1 Z 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 99.8 0. EXISTING LEACH PIT IS TO BE PUMPED 'AND REMOVED. 99.4 7, 00) Ws 0 9 Q) OF V I R1 T. A. 99.3 , , boo LEGEND: EXISTING SPOT ELEVATION xO.O EXISTING, CONTOUR ----00---- FINAL SPOT ELEVATION 00. FINAL CONTOUR 00 1 SOIL TEST LOCATION UTILITY POLE coi TOWN WATER -W t-jylf CATCH BASIN �o GAS LINE CESSPOOL c p CLEANOUT �-�<O. 2T92' 09-29 ZION TANK D -80X_ V!!- 99.7 ExIsilly 4 BEDROOM OV,fLONG 99. 99.4 120-00 99.4 • 98.8 9r7 �611 97- ).5 97.3 ci L)UM^ No 619� ?,4040 G ITVkk Rk APPROVED: BOARD. OF HEALTH DATE AGENT� C.-kS8kPRO,15134_00�W 5934-00.KV 02004,SWEETSER-,ENGINEERING j,,I" U U 4 HEALTH DEPT. ocus T PROPOSED SEPTIC DESIGN FOR ROSS JOLLY LO c.25 CAPTAIN COC KER RD. SOUTH YARMOUTK PASS. SKTElSLW LWG17fF"MG 235 GREAT WESTERN ROAD 508-922 P. 0. BOX 713 398-3 SOUTH DENNIS MASS. 02660 r SCALE 1 " '7= 20 DATE MAR. 26, 2 REV. APR. 1, 2004 FOB No. 5934-00 LOCATION MAP F _ III REV. OF:�l n C.-kS8kPRO,15134_00�W 5934-00.KV 02004,SWEETSER-,ENGINEERING j,,I" U U 4 HEALTH DEPT.