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HomeMy WebLinkAbout38 Pollock Rip Road - Proposed Septic Design1/8 TO 1/2* 6 Mix WASHED STONE VENT 4 CAST IRON PIPE _ (oz t OPRE UAL MINIMUM N07 REQUIRED ITCH ° /4PER FT. ELEV. •• 99•�J ELEV. Q ' Z 1 CU. FT. OF CONCRETE FLOW LINE ANCHOR 10" MIN. o e 9 LEv �, 9• ZS 2 0 t ° / 6` SV PCEI LEVEL 9S 7 6% • 0 7 GAS ELEV a 9B• V. �:: ��+Q�rt=4sS ,t as, e ELEV. 9 BAFFLE DISTRIBUTION ELEV. a BOX C)R.< J INFILTRATORS WiTN STONE IN AN (TO BE PLACED ON FIRM BASE) TO BE �__�•-- WATER TESTED IF MORE THAN ONE OUTLET 11' X 34' X 10' TRENCH FORMATION DEPTH HO/RIZ 4 FEET 5 FEET 6 FET 7 ET 8 ET 14 19 24 29 34 INCHES INCHES INCHES INCHES INCHES OTHER �� << /t%b WATER ENCOUNTERED AT /3 ELEV. '3 JDYA-0 SYSTEM . C S A S Z 1 CU. FT. OF CONCRETE FLOW LINE ANCHOR 10" MIN. o e 9 LEv �, 9• ZS 2 0 t ° / 6` SV PCEI LEVEL 9S 7 6% • 0 7 GAS ELEV a 9B• V. �:: ��+Q�rt=4sS ,t as, e ELEV. 9 BAFFLE DISTRIBUTION ELEV. a BOX C)R.< J INFILTRATORS WiTN STONE IN AN (TO BE PLACED ON FIRM BASE) TO BE �__�•-- WATER TESTED IF MORE THAN ONE OUTLET 11' X 34' X 10' TRENCH FORMATION DEPTH HO/RIZ TEXTURE COLOR MOTT. OTHER �� << /t%b WATER ENCOUNTERED AT /3 ELEV. '3 JDYA-0 SYSTEM . C S A S PROJECT -LOT,/7. . 3 � POLLOCK -RIP: RD., _ S. Y. 'R rc45 ZONE INDEX ---_ t i n LEACHING AREA (11 X34)+(45X2X10/12) -449.0 5Q. FT. STONE LEACHING CAPACITY (AREA X RATE) 332.26 GAL/DAY ,r 7-23 L 0#3 MV /0 Y1� 7i' " JOB NO. 3850-- 177y RESERVE LEACHING CAPACITY 332.26:. GAL./DAY ,7 NOTES: .6Aiuti --- LEGEND: \ _DESIGN ` CALCULATION'S SEWAGE DISPOSAL SYSTEM P ROFILE 2.5y713 EXISTING SPOT ELEVATION 004 NUMBER OF BEDROOMS 3 ; NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. = �— EXISTING CONTOUR +--•--00---- GARBAGE DISPOSAL UNIT __NO z M� 1D IV AY ...,SYS% FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW -� _ is arc ovive $'9G S/alLt� 'Z FINAL CONTOUR 00 (_110-110 X 3 BR.) 33Q_ GAL:/DAY` e-Nv o� 9G-13� C.3 MEDrvN 5AN D 1500 GALLON (TO BE PLACED ON FIRM BASE) SEPTIC TANK SOIL ABSORPTION Oji BEAcoN StR T N W: pOU- OCK RIP ROAD , j 0 9 L C r�5 _ n D D GF REGIONAL �''Eu� _ IUd WATER ENCOUNTERED AT %� ELEV. �� << /t%b WATER ENCOUNTERED AT /3 ELEV. '3 3/4' TO 1 1/2" WASHED SYSTEM . C S A S PROJECT -LOT,/7. . 3 � POLLOCK -RIP: RD., _ S. Y. ZONE INDEX ---_ t i n LEACHING AREA (11 X34)+(45X2X10/12) -449.0 5Q. FT. STONE LEACHING CAPACITY (AREA X RATE) 332.26 GAL/DAY SCALE 20 ' ADJUST. _ JOB NO. 3850-- 177y RESERVE LEACHING CAPACITY 332.26:. GAL./DAY ,7 NOTES: --- LEGEND: \ _DESIGN ` CALCULATION'S SEWAGE DISPOSAL SYSTEM P ROFILE USGS PROBABLE WATER TABLE ELEV. _ EXISTING SPOT ELEVATION 004 NUMBER OF BEDROOMS 3 ; NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. = �— EXISTING CONTOUR +--•--00---- GARBAGE DISPOSAL UNIT __NO WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER 'OR WITHIN BOTTOM OF TEST HOLE ELEV. FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW -� USED UNDER R I ' DRIVES OR PARKING AREAS. 4. ANY MASONARY, UNITS g USED TO RING COVERS TO GRADE SHALL BE MORTARED IN PLACE FINAL CONTOUR 00 (_110-110 X 3 BR.) 33Q_ GAL:/DAY` N w_ wt"", pr,Sp2 pro �-�' a 1 1 5. NO DETERMINATIO14 HAS BEEN MADE AS TO COMPLIANCE WITH r ye`Re) DEEDED OR ZONING REGULATIONS. OWNER ./ APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR }- 3r 1 TO CALL DIG—SAFE AT 1-800-322-4844 AT LEAST 72 HOURS `e PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS A - WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ~ ON SITE. 8.' PARCEL IS IN FLOOD ZONE C. r 9. LOT 1S SHOWN ON ASSESSORS MAP ' M AS PARCEL, ;177 4 o.A 4 t 10. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A .6' BED '- 1,p�* , OF 3/4 TO 1 1/2+STONE OR ON MECHANICALLY_ COMPACTED NATURALLY OCCURRING SAND. i lj w. P: HC 0 TDE P OT � - I APPROVED: BOARD. OF"" -HEALTH /77 JA _.` I ..-----�� t DATE { ;AGENT . r 1 6)0 OF 40 Ir 1 4_ T. 'A, CD DUMAS ��•ti"� �A c � otustri ��' 1�► SOIL TEST LOCATION - REQUIRED SEPTIC TANK CAPACITY 660 GAL, BEAcoN StR T N W: pOU- OCK RIP ROAD , j 0 9 L C r�5 _ n D D GF REGIONAL U71UTY POLL ACTUAL SIZE OF SEPTIC .TANK 1500 'GAL PROPOSED --SEPTICz DESIGN FOR -DAVENPORT ' REALTY TR US T _ TOWN WATER,.�W SOIL CLASSIFICATION I `LOCATION CATCH BASIN r�� . DESIGN PERCOLATION RATE < -5 MIN:/iN. PROJECT -LOT,/7. . 3 � POLLOCK -RIP: RD., _ S. Y. GASLINE EFFLUENT LOADING RATE . 4 LIE G V �L GAL/DAY/S.F. t i n LEACHING AREA (11 X34)+(45X2X10/12) -449.0 5Q. FT. LEACHING CAPACITY (AREA X RATE) 332.26 GAL/DAY SCALE 20 ' ..4 .. 449.0 X 0.74 JOB NO. 3850-- 177y RESERVE LEACHING CAPACITY 332.26:. GAL./DAY ,7 NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. '. .. \ TITLE 5 AND THE -TOM OF YARMOUTH RULES AND . REGULATIONS FOR THE SUBSURFACE 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' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER 'OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE = USED UNDER R I ' DRIVES OR PARKING AREAS. 4. ANY MASONARY, UNITS g USED TO RING COVERS TO GRADE SHALL BE MORTARED IN PLACE pr,Sp2 pro �-�' a 1 1 5. NO DETERMINATIO14 HAS BEEN MADE AS TO COMPLIANCE WITH r ye`Re) DEEDED OR ZONING REGULATIONS. OWNER ./ APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR }- 3r 1 TO CALL DIG—SAFE AT 1-800-322-4844 AT LEAST 72 HOURS `e PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS A - WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ~ ON SITE. 8.' PARCEL IS IN FLOOD ZONE C. r 9. LOT 1S SHOWN ON ASSESSORS MAP ' M AS PARCEL, ;177 4 o.A 4 t 10. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A .6' BED '- 1,p�* , OF 3/4 TO 1 1/2+STONE OR ON MECHANICALLY_ COMPACTED NATURALLY OCCURRING SAND. i lj w. P: HC 0 TDE P OT � - I APPROVED: BOARD. OF"" -HEALTH /77 JA _.` I ..-----�� t DATE { ;AGENT . r 1 6)0 OF 40 Ir 1 4_ T. 'A, CD DUMAS ��•ti"� �A c � otustri ��' 1�► ©1996 SWEETSER , ENGINEERING BEAcoN StR T N W: pOU- OCK RIP ROAD , j 0 9 L C r�5 _ n D D GF REGIONAL 5. z r*, D r*1` PROPOSED --SEPTICz DESIGN FOR -DAVENPORT ' REALTY TR US T _ `LOCATION PROJECT -LOT,/7. . 3 � POLLOCK -RIP: RD., _ S. Y. SWEETSER .ENGINEERING 235 GREAT WESTERN ,ROAD,-' 508- P. 0. BOX 713 398-3922 SOUTH DENNIS,,MASS. 02660 _ DATE 2. �r > SCALE 20 ' JOB NO. 3850-- 177y REVISED LOCATION MAP REVISED - � -SHEET 1 ' OF ©1996 SWEETSER , ENGINEERING