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Home My WebLink About301 Highbank Road Proposed Septic Design20 FT. MINIMUM FROM -CELLAR SOIL TEST T. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST ON CLEAN SAND SOIL TEST DONE BY,%WEMENGINEERING ER OVERS WITNESSED BY 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- to" 2 MIN. PITCH 1/8- PER FT OBSERVATION HOLE 2 ELEV-001 /c� I 2- LAYER OF PERCOLATION RATE MIN./INCH AT —7 INCHES PERCOLATION RATE MIN AmCk 1/B- TO 1/2 - STONE VENT NOT REOUIRED 5 1 CU. FT. OF FLOW LINE CONCRETE ANCHOR -PIN. 04 ELEIJQ�u ELEV. GAS ELEV. ELEV. BAFFLE DISTRIBUTION CLEV.J HIGH CAPACITY INFILTRATORS WITH (TO BE PLACED ON FIRM BASE) BOX C'7o � ,!- STONE IN AN TO BE WATER L51 lr,r%n GAIN nIF MORE THAN ONE —m i- Y 3 TRENCH FORMA11CN 5 DEPTH HORIZ TOP OF FOUNDATION COLOR ELEV. 10 ft. MINIMUM I OTHER f9 e CAST IRON PIPE EFFLUENT LOADING RATE .-0-74 GAL/bAY/S.F. (OR EOUAL) MINIMUM LEACHING AREA so. FL C;y3C) PITCH 11/4' PER FT. LEACHING CAPACITY (AREA X RATE) GAL/DAY ELEV fur.), 20 FT. MINIMUM FROM -CELLAR SOIL TEST T. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST ON CLEAN SAND SOIL TEST DONE BY,%WEMENGINEERING ER OVERS WITNESSED BY 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- to" 2 MIN. PITCH 1/8- PER FT OBSERVATION HOLE 2 ELEV-001 /c� I 2- LAYER OF PERCOLATION RATE MIN./INCH AT —7 INCHES PERCOLATION RATE MIN AmCk 1/B- TO 1/2 - STONE VENT NOT REOUIRED 5 1 CU. FT. OF FLOW LINE CONCRETE ANCHOR -PIN. 04 ELEIJQ�u ELEV. GAS ELEV. ELEV. BAFFLE DISTRIBUTION CLEV.J HIGH CAPACITY INFILTRATORS WITH (TO BE PLACED ON FIRM BASE) BOX C'7o � ,!- STONE IN AN TO BE WATER L51 lr,r%n GAIN nIF MORE THAN ONE —m i- Y 3 TRENCH FORMA11CN 5 DEPTH HORIZ TEXTURE COLOR MOTr. I OTHER GAS LINE EFFLUENT LOADING RATE .-0-74 GAL/bAY/S.F. CLEAN OUT CESSPOOL C.P. 0 LEACHING AREA so. FL C;y3C) LEACHING CAPACITY (AREA X RATE) GAL/DAY PROJECT LOCATION C- C7 �A 3 1. AM WORKMANSHIP AND MATERIALS TITLE 5 AND THE TOWN OF '�CONFORM TO D.E.P. -L-eo^ - RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN e* OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Or WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 1c, . BE MORTARED IN PLACE. - � lo -/p 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE wrm DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS To /1Z." 1"� S. UTiLlilES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR REVISED i E ,IS TO * CALL -DIG-SAFE- AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON STE ANY VARIAT11 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 3�'20 c S. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS 'MAPS AS PARCEL / 2"1' REV. '719 SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL. 111,1�4 1pIP WATER ENCOUNTERED AT 4e, WATER ENCOUNTERED AT ELEV. 3/4- TO 1 11t ZONE WASHED STONE SYSTEM (SAS) INDEX 1 ADJUST— LEGEND: D I ESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILEUSGS PROBABLE WATER TABLE ELEV. = EXISTING SPOT ELEVATION 00,10 NUMBER OF BEDROOMS NOT TO SCALE SERVED WATER TABLE ( / / J nEv. - EXISTING CONTOUR GARBAGE DISPOSAL UNIT NO "-A-S57, � BOTTOM OF TEST HOLE ELEV. - Y FINAL SPOT ELEVATION M TOTAL ESTIMATED FLOW r it FINAL CONTOUR ( 110 GAL/8R./DAY X � SR.) 730 GAL/DAY SOIL TEST LOCATION REQUIRED SEP71C TANK CAPACITY Ir ( C' CAL 5-17 J 14' L 1, rf- \Z - L ? 39 DEPTH HORIZ I TEXTURE COLOR Morr. I OTHER GAS LINE EFFLUENT LOADING RATE .-0-74 GAL/bAY/S.F. CLEAN OUT CESSPOOL C.P. 0 LEACHING AREA so. FL C;y3C) LEACHING CAPACITY (AREA X RATE) GAL/DAY PROJECT LOCATION C- C7 RESERVE LEACHING CAPACITY GAL/DAY 3 1. AM WORKMANSHIP AND MATERIALS TITLE 5 AND THE TOWN OF '�CONFORM TO D.E.P. -L-eo^ - RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN e* OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Or WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 1c, . BE MORTARED IN PLACE. - � lo -/p 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE wrm DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS To OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. S. UTiLlilES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR REVISED i E ,IS TO * CALL -DIG-SAFE- AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. UTILITY POLE -o- ACTUAL SIZE OF SEPTIC TANK 1500 GAL TOWN WATER —W� SOIL CLASSIFICATION I CATCH BASIN J DESIGN PERCOLATION RATE < 5 WN./iN. GAS LINE EFFLUENT LOADING RATE .-0-74 GAL/bAY/S.F. CLEAN OUT CESSPOOL C.P. 0 LEACHING AREA so. FL C;y3C) LEACHING CAPACITY (AREA X RATE) GAL/DAY PROJECT LOCATION C- C7 RESERVE LEACHING CAPACITY GAL/DAY NOTES: 1. AM WORKMANSHIP AND MATERIALS TITLE 5 AND THE TOWN OF '�CONFORM TO D.E.P. -L-eo^ - RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN e* OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Or WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL . BE MORTARED IN PLACE. - 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE wrm DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS To OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. S. UTiLlilES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR REVISED i E ,IS TO * CALL -DIG-SAFE- AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON STE ANY VARIAT11 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. S. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS 'MAPS AS PARCEL lo T A APPROVED: BOARD OF HEALTH LJL14 nAlr PROPOSED SEPTIC DESIGN FOR PROJECT LOCATION C- C7 SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02666 REVISED LOCATION MAP j REVISED i E SHEET OF