The URL can be used to link to this page

Home My WebLink About85 Baker Road - Septic Designr 20 FT. MINIMI 10 FT. MINIMUM FROM CONCRETE COVERS -'-a 4e SCHEDULE 40 PVC PIPE MIN. PITCH 1/8e PER FT. / 1 BAFFLE ELEV s Eop- ' SU LELEEV. !p ✓ e DISTRIBUTION F/ plo "I BOX g/q„b (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4e TO 1 1/2e WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE J \F rr i -4 :> - CLEAN SAND A AND SEED 2e LAYER OF 1/8' TO 1/2' WASHED STONE IDV. L;r a, e HIGH CAPACITYSTONE WTH TRENCH FORMATIOI` SOIL ABSORPTION SYSTEM (SAS) NOTREQUIRED 1 CU. FT. OF CONCRETE ANCHOR USGS PROBABLE WATER TABLE ELEV. _ OBSERVED WATER TABLE ( 7/ /'+ ) ELEV = BOTTOM OF TEST HOLE ELEV. _ .\ p� z F� ryJ. 'ro / / � k i � •.� Pr .f r` z ` s � ,7,�.�c✓.r Nrtc ,.:� / SOIL TEST DATE OF SOIL TEST SOIL TEST DONE BY SWEE ER ENGINEERING WITNESSED BY s, . ':• P:. ee OBSERVATION HOI E 1 ELEV.-%� OBSERVATION HOLE 2 EIEV= �' C PERCOLATION RATE t_ z- MIN./INCH PERCOLATION RATE G 'z-- MIN./INCH AT 16/INCHES DEPTH HORIZ TOP OF"FOUNDA'PON COLOR MOTT. OTHER Ly, . i 10 FT. MINIMUM_ FINAL CONTOUR—LQ0_J -- ( 110 GAL/BR./DAY X F SR.) GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY = GAL UTIUTY POLE -0•- fF. TOWN WATER —W -- W SOIL CLASSIFICATION �I_ r/ DESIGN PERCOLATION RATE < 5 MIN./IN. 4' CAST IRON PIPE EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F. ` rn CESSPOOL C.P.0 t-•'` Z (OR EQUAL) MINIMUM �, LEACHING CAPACITY (AREA X RATE) %% GAL/DAY 5 :i Z RESERVE LEACHING CAPACITY ` F` GAL/DAY PITCH 1/4PER FT. NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO. I OO, g REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ELEV WITHIN 6e OF FINISHED GRADE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLt OF r lui• y_ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. ELEV. - ` U U!D OUTLET 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OP ZONING REGULATIONS. OWRlM / APPLICANT IS TO 4 FEET 14 INCHES 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS 5 19 INCHES 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION }FFEEETTT 24 INCHES IMMEDIATELY. f; &` 8. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP f L AS PARCEL `� 4 8 FEET 34 INCCHES 4 i' r 20 FT. MINIMI 10 FT. MINIMUM FROM CONCRETE COVERS -'-a 4e SCHEDULE 40 PVC PIPE MIN. PITCH 1/8e PER FT. / 1 BAFFLE ELEV s Eop- ' SU LELEEV. !p ✓ e DISTRIBUTION F/ plo "I BOX g/q„b (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4e TO 1 1/2e WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE J \F rr i -4 :> - CLEAN SAND A AND SEED 2e LAYER OF 1/8' TO 1/2' WASHED STONE IDV. L;r a, e HIGH CAPACITYSTONE WTH TRENCH FORMATIOI` SOIL ABSORPTION SYSTEM (SAS) NOTREQUIRED 1 CU. FT. OF CONCRETE ANCHOR USGS PROBABLE WATER TABLE ELEV. _ OBSERVED WATER TABLE ( 7/ /'+ ) ELEV = BOTTOM OF TEST HOLE ELEV. _ .\ p� z F� ryJ. 'ro / / � k i � •.� Pr .f r` z ` s � ,7,�.�c✓.r Nrtc ,.:� / SOIL TEST DATE OF SOIL TEST SOIL TEST DONE BY SWEE ER ENGINEERING WITNESSED BY s, . ':• P:. ee OBSERVATION HOI E 1 ELEV.-%� OBSERVATION HOLE 2 EIEV= �' C PERCOLATION RATE t_ z- MIN./INCH PERCOLATION RATE G 'z-- MIN./INCH AT 16/INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER FINAL SPOT ELEVATION 0 .. TOTAL ESTIMATED FLOW 37'r FINAL CONTOUR—LQ0_J -- ( 110 GAL/BR./DAY X F SR.) GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY = GAL UTIUTY POLE -0•- fF. TOWN WATER —W -- W SOIL CLASSIFICATION �I_ CATCH BASIN�®j DESIGN PERCOLATION RATE < 5 MIN./IN. GAS LINE G EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F. ` rn CESSPOOL C.P.0 t-•'` Z �, LEACHING CAPACITY (AREA X RATE) %% GAL/DAY 5 :i Z RESERVE LEACHING CAPACITY ` F` GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO. TITLE 5 AND THE TOWN OF /`5 'f �'N RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6e OF FINISHED GRADE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLt OF r 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 WITH DEEDED OP ZONING REGULATIONS. OWRlM / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE ZONE ZONE INDEX 7, y ( t 1 P% ADJUST L• WATER ENCOUNTERED AT ELEV. _ �` 7'' x DEPTH HORIZ TEXTURE COLOR MOTT. OTHER FINAL SPOT ELEVATION 0 .. TOTAL ESTIMATED FLOW 37'r FINAL CONTOUR—LQ0_J -- ( 110 GAL/BR./DAY X F SR.) GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY = GAL UTIUTY POLE -0•- ACTUAL SIZE OF SEPTIC TANK 1500 GAL TOWN WATER —W -- W SOIL CLASSIFICATION �I_ CATCH BASIN�®j DESIGN PERCOLATION RATE < 5 MIN./IN. GAS LINE G EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F. ` rn CESSPOOL C.P.0 t-•'` Z �, LEACHING CAPACITY (AREA X RATE) %% GAL/DAY 5 :i Z RESERVE LEACHING CAPACITY ` F` GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO. TITLE 5 AND THE TOWN OF /`5 'f �'N RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6e OF FINISHED GRADE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLt OF REVISED 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 14 WATER ENCOUNTERED AT I i`' ELEV. _ LEGEND: DESIGN CALCULATIONS .- EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS EXISTING CONTOUR -00---- GARBAGE DISPOSAL UNIT NO FINAL SPOT ELEVATION 0 .. TOTAL ESTIMATED FLOW 37'r FINAL CONTOUR—LQ0_J -- ( 110 GAL/BR./DAY X F SR.) GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY = GAL UTIUTY POLE -0•- ACTUAL SIZE OF SEPTIC TANK 1500 GAL TOWN WATER —W -- W SOIL CLASSIFICATION �I_ CATCH BASIN�®j DESIGN PERCOLATION RATE < 5 MIN./IN. GAS LINE G EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F. C. CLEAN OUT �:-�'�� LEACHING AREA 7 :- SQ. FT. CESSPOOL C.P.0 t-•'` Z �, LEACHING CAPACITY (AREA X RATE) %% GAL/DAY SCALE (7 �u`X f' >x e - -/ Z RESERVE LEACHING CAPACITY ` F` GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO. TITLE 5 AND THE TOWN OF /`5 'f �'N RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6e OF FINISHED GRADE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLt OF REVISED 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 WITH DEEDED OP ZONING REGULATIONS. OWRlM / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 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 SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. f; &` 8. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP f L AS PARCEL `� 4 APPROVED: BOARD OF HEALTH DATE 7 AGENT I� Oltl (� "% ! , "� PROPOSED SEPTIC DESIGN FOR PROJECT LOCATION 7 #J� G/�C=•E%G �G/w�� `/1. r�/!/�H',tJ✓T+f7 - S14 TETSER ENGINEERING 235 GREAT WESTERN ROAD P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE ` ?!; I Z SCALE (7 RENSEDJOB NO. LOCATION MAP REVISED SHEET / OF7']