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Home My WebLink AboutEngineer PlanHMiCHYA1RK 00----. FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 00 TOP OF FOUNDATION 19 20 FT. MINIMUM FROM CELLAR TOWN WATER =W' W ELEV. = 100.00-\10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN OUT C� OPIA?% �� SHOc/' (ASSUMED) ( DISPOSAL OF SEWAGE. „ IoyR CLEAN SAND ,30 8 CONCRETE S�G ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF Et 9 7.2 WITHSTANDING H-.10 LOADING UNLESS THEY ARE UNDER OR WITHIN COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. MIN. PITCH 1/8- PER T. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL s/ BE MORTARED IN PLACE. 5. 2" LAYER OF PROPOSED SEPTIC DESIGN / DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO Ff vE z.sy 1/8" TO 1/2" �\ :26 4". CAST IRON PIPE s� tia �/4 STONE ,9Y. 9 MAX VENT N 2 '32 (OR EQUAL) MINIMUM AUG 2 6 2002 7. =WASHED �` •g ^I A.I. NOT REQUIRED PITCH 1/4" PER FT. HEALTH DEPT. IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. 3, 2!,6 g 1 CU. FT. OF 9. LOT IS SHOWN ON ASSESSORS MAP _ ±� AS PARCEL 7/ _. 10. ALL. UNSUITARI F MATFRIAI SHAI I RF RFunw7r9 FRnu I INnL'A Amn CONCRETE 235 GREAT WESTERN ROAD FLOW LINE ,��, G.a m ANCHOR 508- P. 0. BOX 1044 ELEV. _ 97•_�r/� 4'. 74,398-8311 ❑OOpOOpCIOp❑ SOUTH DENNIS, MASS. 02660 a,mat7�s *'cr �7.33;'.t 7MIN'. I 9G.2A" °o° DATE MAY /0, 2002 ELEV = LEVOEL c o °❑ppppapapo❑ SCALE I" ELEV - S G.SO GAS ELEV. _ 9G / 7 6" SUMP ELEV. = 9., Q 0 ° 0 0 0 BAFFLE _ — -- pOpppppp pp❑ JQB N0. 12—M .7T0 REVISED DISTRIBUTION ° ° o LIQUID OUTLET REwSEo —= ELEV. _ S'oJ BOR °° 1:1p p p p p ❑ p ED❑ ❑ °. o oDEPTH ELEV. - `%_y0 4 FEET TEE 14 INCHES (TO BE PLACED ON FIRM BASE) ,T, TO BE WATER TESTED 2 ' 500 GALLON DRYWELLS WITH 5 FEET 19 INCHES 1500 - GALLON IF MORE THAN ONE OUTLET STONE IN AN 6 FEET 7 FEET 8 FEET 24 INCHES 29 INCHES 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) /3x2; x 2/DEEP TRENCH FORMATION .;.� WELL A//H ZONE 3/4" 1 112- CLEAN SOIL ABSORPTION INDEX E DOUBLE WASHED STONE ADJUST FREE OF FINES &SILT STEM SAS SEWAGE DISPOSAL SYSTEM PROFILE uPROBABLE WATER TABLE ELEV. = ') WA ELEV. = OBSERVED WATER TABLE ( / NOT TO SCALE T BOTTOM OF TEST HOLE ELEV. _ LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR ---- 00----. FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 00 SOIL TEST LOCATION 19 UTILITY POLE -0- o y.2 TOWN WATER =W' W CATCH BASIN \®N ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. GAS LINE 00 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND CLEAN OUT C� OPIA?% �� SHOc/' CESSPOOL C.P. O SOIL TEST DATE OF SOIL TEST SOIL TEST DONE BY C2.9iG . WZ1 ET' WITNESSED BY __!QMH ✓�✓v•v�r OBSERVATION HOLE 1 ELEV.=_99_7 PERCOLATION RATE <_�MIN./INCH AT j;_ 7-0INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) 4O^my o y.2 NOTES: (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. - 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE OPIA?% �� SHOc/' '`=s`� �r ... / ROBIN DISPOSAL OF SEWAGE. „ IoyR ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ,30 8 S�G ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF Et 9 7.2 WITHSTANDING H-.10 LOADING UNLESS THEY ARE UNDER OR WITHIN M PLV uM / O yR 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL s/ BE MORTARED IN PLACE. 5. NO. DETERMINATION HAS BEEN MADE AS -..TO G,OMR.LIANCE WITH.. - PROPOSED SEPTIC DESIGN DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO Ff vE z.sy OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �\ 6, cz s� tia �/4 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS - 132,. PRIOR TO COMMENCING WORK ON SITE. AUG 2 6 2002 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS IVO WATER ENCOUNTERED AT /�_ ELEV. = 88_7 DESIGN CALCULATIONS NUMBER OF BEDROOMS 13 GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW // REQUIRED SEPTIC TANK CAPACITY O GAL. Cm I IV.) ACTUAL SIZE OF SEPTIC TANK 1 �� GAL. SOIL CLASSIFICATION _ DESIGN PERCOLATION RATE < &_ MIN /IN TITLE 5 X TOWN B.O.H. REGULATION VARIANCE REQUIRED: EFFLUENT LOADING RATE GAL./DAY/S.F. SECTION 15.221(',) ALLOWS ONLY 3' OF COVER OVER S.A.S. COMPONENTS LEACHING AREA 13'^ 21" r .z is 74 4 77_ SQ. FT. A 0:25' VARIANCE REQUIRED. S2 20.00' LOT 372 AREA 71,9991 SF-. -. -`- - 19 eOx BIT -ASPHALT S4Fl/j zs' t C Tq.v F C BASIN DRIVEvv _ o 11 �0 n/G r� PA 770O o Ex 5 r S P � PA n pwf�LlNCa Z I Nv'2 O SHED _ C. BASIN L3 mi P.E. LEACHING CAPACITY (AREA X RATE) 3 _GAL./DAY -- FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTE -477A .74 AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) RESERVE LEACHING CAPACITY ��_ GAL./DAY NOTES: (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. - 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE OPIA?% �� SHOc/' '`=s`� �r ... / ROBIN DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE, 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF �ECtST t WITHSTANDING H-.10 LOADING UNLESS THEY ARE UNDER OR WITHIN F� �F 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO. DETERMINATION HAS BEEN MADE AS -..TO G,OMR.LIANCE WITH.. - PROPOSED SEPTIC DESIGN DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO FOR 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. AUG 2 6 2002 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION HEALTH DEPT. IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP _ ±� AS PARCEL 7/ _. 10. ALL. UNSUITARI F MATFRIAI SHAI I RF RFunw7r9 FRnu I INnL'A Amn mi P.E. FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTE AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. �y0F.w,s i� 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OPIA?% �� SHOc/' '`=s`� �r ... / ROBIN OR REMOVED s CIVIL IL r No. V40 APPROVED: BOARD OF HEALTH �ECtST t F� �F % ^' ( • /' DATE AGENT \ PROPOSED SEPTIC DESIGN FOR �\ WILLIAM HEALEY S� p LOC 34 FESSENDEN ST. ;a ti SOUTH YARMOUTH, MASS CRAIG R SWJffs P.R 235 GREAT WESTERN ROAD 508- P. 0. BOX 1044 4'. 74,398-8311 SOUTH DENNIS, MASS. 02660 DATE MAY /0, 2002 SCALE I" t r JQB N0. 12—M .7T0 REVISED LOCATION MAP REwSEo —= SHEET 1 OF 1 mi P.E.