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Home My WebLink About76 Pointsettia Drive Proposed Septic DesignBENCHMARK TOP OF FOUNDATION ELEV. - /00.00 n (ASSUMED) 1I 3A 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4' PER FT. ELEV. = 97.17 ELEV. s 96.91 20 FT. MINIMUM FROM CELLAR 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CONCRETE COVERS 40 SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. , rol ZABEL FILTEI FLOW LME Is rrf>, L CVT ...., L� \--ELEV. � •L`S / &&i BAFFLE ELEV. _ 94"ro 6" SUMP ELEV. a 96.30 DISTRIBUTION ELEV. BOX TO BE WATER TESTED 1000 GALLON IF MORE THAN ONE OUTLET TANK (TO BE PLACED ON FIRM BASE) SEPTIC IC UO CLEAN EXISTING DOUBLE WASHED STONE J FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CLEAN SAND AND SEED r 2" LAYER OF \1/8' TO 1/2" \WASHED STONE t -17 �Co SSG CC7 \� • X98.0 LOT 13 13.00' 7.1 15, 379.0 f S. F. /8±' \r9� J 97.2 SHED Pao1�• f J • 98.0 (�31 QFSEft✓� _\\~' 97.4 ^- 1 i a 4 . 96.7 /97.9 ,r T ex �xlsri/y 1 N TR IJ IC, _ rI .. 910 -__ 1 98.9 I 34.2' BH. PA DECK. !n2�� i i P POpOSE7j L/V NEgTED A 98.5CSUA/.eb0"7) ti 98.0 100.0 t ON Aids • 1 • 97.2 �t EXlS7VVG - DWE7IINC - � 1 r i 98.5 98.7 992 �9.2 99.3 4353' 99. , I LEGEND: EXISTING SPOT ELEVATION ... •0.0 I °3 i EXISTING CONTOUR . , ----00 ° FINAL SPOT ELEVATION ;', .®: Y9E,-4 198.2 FINAL CONTOUR -{EO- - 97.9 • 97.9` "" '- ` - ` SOIL TEST LOCATION . UTILITY POLE'...., } TOWN 'WATER -W-W 96.4 CATCH BASIN ....� 130.00' GAS UNE -- a ►- GAS METER )ii 97.3 96 9 GAVALVE .: CESSPOOLest i7 - S L_ POINSETTIA DRIVE -` 95.6 CLEANOUT ELECTRIC 80X' ELECTRIC LINE .. E--E-EELECTRIC MANHOLE ELECTRIC METER FLAGPOLE ....... .. . . HYDRANT ... . UGHTPOST , f oes HWELL ...... O SITE PLAN SEWER LINE. , s s _ s 10 20 SEWER MANHOLE .. 70 FFEr TELEPHONE BOX .. .. m SCALE 1 /NCH = WATER SHUT-OFF . WATER VALVE i SOIL TEST DATE OF SOIL TEST 4/z fj e7 4' SOIL TEST DONE BY✓ �t WITNESSED BY nom, den t OBSERVATION HOLE 1 ELEv.= 98 0 PERCOLATION RATE <_ MIN./INCH AT INCHES MIT COY DEPTH rZ 94,7X TEXTURE a111 MOTT. OTHER ❑OO❑OO❑❑OO❑ ' LeG+�y > e COOC300❑000❑00000000000 s REQUIRED SEPTIC TANK CAPACITY GAL j 12- r SOIL CLASSIFICATION 00000000000 DESIGN PERCOLATION RATE M1N.,ANCH d O ,. faY12 .LEACHING AREA 13'x2J' i 7Lr2' SO. FT. ELEV. - 2 500 GALLON DRYKnLS K17H SrON£ IN AN / 3..35x 2' 7R£NCH FO7MA77cw $� WELL "1 `%E SOIL ABSORPTION NDEX SYSTEM SAS ADJUST USGS PROBABLE WATER TABLE ELEV- OBSERVED WATER TABLE ( / J ) ELEV. - BOTTOM OF TEST HOLE ELEV. a x.03 t -17 �Co SSG CC7 \� • X98.0 LOT 13 13.00' 7.1 15, 379.0 f S. F. /8±' \r9� J 97.2 SHED Pao1�• f J • 98.0 (�31 QFSEft✓� _\\~' 97.4 ^- 1 i a 4 . 96.7 /97.9 ,r T ex �xlsri/y 1 N TR IJ IC, _ rI .. 910 -__ 1 98.9 I 34.2' BH. PA DECK. !n2�� i i P POpOSE7j L/V NEgTED A 98.5CSUA/.eb0"7) ti 98.0 100.0 t ON Aids • 1 • 97.2 �t EXlS7VVG - DWE7IINC - � 1 r i 98.5 98.7 992 �9.2 99.3 4353' 99. , I LEGEND: EXISTING SPOT ELEVATION ... •0.0 I °3 i EXISTING CONTOUR . , ----00 ° FINAL SPOT ELEVATION ;', .®: Y9E,-4 198.2 FINAL CONTOUR -{EO- - 97.9 • 97.9` "" '- ` - ` SOIL TEST LOCATION . UTILITY POLE'...., } TOWN 'WATER -W-W 96.4 CATCH BASIN ....� 130.00' GAS UNE -- a ►- GAS METER )ii 97.3 96 9 GAVALVE .: CESSPOOLest i7 - S L_ POINSETTIA DRIVE -` 95.6 CLEANOUT ELECTRIC 80X' ELECTRIC LINE .. E--E-EELECTRIC MANHOLE ELECTRIC METER FLAGPOLE ....... .. . . HYDRANT ... . UGHTPOST , f oes HWELL ...... O SITE PLAN SEWER LINE. , s s _ s 10 20 SEWER MANHOLE .. 70 FFEr TELEPHONE BOX .. .. m SCALE 1 /NCH = WATER SHUT-OFF . WATER VALVE i SOIL TEST DATE OF SOIL TEST 4/z fj e7 4' SOIL TEST DONE BY✓ �t WITNESSED BY nom, den t OBSERVATION HOLE 1 ELEv.= 98 0 PERCOLATION RATE <_ MIN./INCH AT INCHES MIT COY DEPTH HORIZ TEXTURE COLOR MOTT. OTHER GARBAGE DISPOSAL UNIT 0 A/br Al ' LeG+�y { (110 GAL/SR./DAY X .J_ BR.) 3GAL/DAY s REQUIRED SEPTIC TANK CAPACITY GAL j ACTUAL SEPTIC TANK CAPACITY Er/.rr oea GAL, r SOIL CLASSIFICATION 8- DESIGN PERCOLATION RATE M1N.,ANCH ,. faY12 .LEACHING AREA 13'x2J' i 7Lr2' SO. FT. `°G' 76 POINSETTIA DR. SOUTH YARMOUTH, MASS. . P LEACHING CAPACITY 977 X .74 Zn4_ GAL/DAY `%E RESERVE LEACHING CAPACITY ESQ GAL/DAY 6 ° 27 Rq oho 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF C L 9°Q' 74' SEWAGE. STATOR F•� /Qye FINISHED GRADE. of.. P. 0. _BOX 1044 fox. 5M.39ee3ff SBENIN/S MASS. 02660 Gos 39A �oe3 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 OR WITHIN $CAE 1� = 2DI. 10 FT. OF DRIVES OR PARKING AREAS. C7 i1 'Q ye IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR T.CHIN'-, FEC>,S'LAT'DNS.CYFi._:. / APPLICANT IS Tv CBTAiN SUCH 7e DETERMINATION FROM .APPROPRIATE AUTHORITY. / 4' CALL "DIG -SAFE* AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ; COMMENCING WORK ON SITE. ,' I IVO WATER ENCOUNTERED AT _L ELEV. 1 O DESIGN CALCULATIONS j NUMBER OF BEDROOMS a'i � '�`� -- Gr® GARBAGE DISPOSAL UNIT 0 A/br Al ' - TOTAL ESTIMATED FLOW { (110 GAL/SR./DAY X .J_ BR.) 3GAL/DAY s REQUIRED SEPTIC TANK CAPACITY GAL j ACTUAL SEPTIC TANK CAPACITY Er/.rr oea GAL, r SOIL CLASSIFICATION 8- DESIGN PERCOLATION RATE M1N.,ANCH EFFLUENT LOADING RATE GALLDAY/S.F. %57 ; .LEACHING AREA 13'x2J' i 7Lr2' SO. FT. `°G' 76 POINSETTIA DR. SOUTH YARMOUTH, MASS. . LEACHING CAPACITY 977 X .74 Zn4_ GAL/DAY RESERVE LEACHING CAPACITY ESQ GAL/DAY 6 ° NOTES.' Rq oho 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF { SEWAGE. STATOR 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. of.. P. 0. _BOX 1044 fox. 5M.39ee3ff SBENIN/S MASS. 02660 Gos 39A �oe3 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 OR WITHIN $CAE 1� = 2DI. 10 FT. OF DRIVES OR PARKING AREAS. rOUTH s DATE JUI►'.ci r6S1 iG0U4 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED !' IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR T.CHIN'-, FEC>,S'LAT'DNS.CYFi._:. / APPLICANT IS Tv CBTAiN SUCH JOB N0, 12-1039 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. ,' I 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE LOCATION MAP CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION IS TO BE REV BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER. AND FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (1.1- TITLE 5) IF i ENCOUNTERED BELOW S.A,S. PIPE INVERT. r A iL ND E rum ED LE5AN0 OR REMOVE 11, EXISTING LEACH -SYSTEM TO BP 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND PROPERTY LME.I►ccpy PCO POdtrO Safi. S. vs Too >�t`PL f10E A APPROVED:'BOARD OF HEALTH LIN COPY ,- LIENT co a'i � '�`� -- Gr® (`1k J# DATE AGENT s I LOCUS 2 tiF BAKERS 8- PROPOSED SEPTIC DESIGN FOR T'H'OMAS MADDEN `°G' 76 POINSETTIA DR. SOUTH YARMOUTH, MASS. . Rq oho C AIG cR r SHOR o P. E. STATOR _r 2 o; of.. P. 0. _BOX 1044 fox. 5M.39ee3ff SBENIN/S MASS. 02660 Gos 39A �oe3 $CAE 1� = 2DI. rOUTH s DATE JUI►'.ci r6S1 iG0U4 JOB N0, 12-1039 REV. LOCATION MAP REV SHEET 1 of 1 D.. , t s I 8- 12-1039 Uadden.dwy 02004 CRAIG R. SHORT P.E. ,