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HomeMy WebLinkAbout62 Randolph Road - Sewage Disposal SystemPEPrN FROM SURFACE SOIL - HORIZON SOIL TEXTURE SOIL COLOR - RNU•SEIJ-) SOIL MOTTLING -:OTHER 0' -.4' 0 G HORIZON (DOH #I) AND 03 HORIZON {DOH #2) ASSESSOR MAP l02 PARCEL 581 � o R/CN -,j o 4' - A LOAMY SAND IOYR4/2 NO. � ., :." • - , , ., 4" - 32' S LOAMY SAND IDYfZS/8 RBBB/j�� n 32' -136' G 5AN31 IOYR5/6 NOPE FINE 6RA 42' - 67' 62 66 AT NO GROUNDWATER ENCOUNTERED YARMOUTH COMMITTEE i i 4V1f1f ROCK RD. AND 6RANA! A u DATE: 8/12/70 m AMY LA.' SOIL COLOR 04 A*r=LQ PERCOLATION RATE : LE55 THAN 2 MIN PER INCH IN NORTH D G HORIZON (DOH #I) AND 03 HORIZON {DOH #2) ASSESSOR MAP l02 PARCEL 581 � o R/CN -,j o A �R o ; NO. � ., :." • - , , ., x JQ, B W1TNE55ED B Y : JOHN G. SGHNAIBLE , CEO _—_ -- RBBB/j�� n COLLEEN PELLEY ,HEALTH AGENT �•���� APPROVED P�� IOYR5/6 NOPE MEPW SAND 42' - 67' 62 66 AT NO GROUNDWATER ENCOUNTERED YARMOUTH COMMITTEE i i 4V1f1f ROCK RD. 5OM "AT 038E ORHRD u �>, F i? c �? • . ! 671 - 136' 63 NORTH YARMOUTH, 1 _ MAP DEEP OBSERVATION HOLE 2 EL. = 41.4 DEPTH FROT4 . SURFACE SOIL HORIZON SOIL TEXTURE - SOIL COLOR 04 A*r=LQ - 501L MOTTLING . OTHER A LOAMY SAND IM4/3 NO. DATE 8' - 31' B LOAMY SAND IOYRS/& P00, 311-421 GI 5A10 IOYR5/6 NOPE MEPW SAND 42' - 67' 62 SANDY LOAM 25Y513 NONE 5OM "AT 038E DESIGN FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD �>, F i? c �? • . (rot zul able) 671 - 136' 63 SAND IOYR5/6 NONE MmNM SAND KEY NO SCALE LEGEND SPOT RAIL LOT 80EXISTIN6CONTOLIR FENCE, _ PROPOSED CONTOUR 5 ILOT 7R �` G`' EXISTING SPOT 6RADE5 E -. EXISTING z _. PERO AT ,; - _ _R -- BUILDING PROPOSED SPOT 6RADE e4• n r": -_ HATER SUPPLY LINE W 5) NO PART OF THIS DE516N VAA11. BE ALTERED wITHOVII PRIOR APPROVAL FROM THE DE516N ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REOLIESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO GONSTRUGTION. - - - 6) THE USE OF ALTERNATE MANUFACTURERS FOR 5YSTEM COMPONENTS -SHALL NOT BE APPROVED IF THE USEoF THEIR EQUPMIFNT REQUIRES CHAN6e5 IN DE51GN. y �ATTCTHE E�O45�PRIOR o7AVATN SHALL PSHALL ROET LM J 5 KTHN T} THE MORK ARE L SPLIT RAIL TOP OF -CONCRETE BOUND FENCE ' - ELEV. = 50.00 \ (DATUM : ASSUMED) LOT 82/1 LOT 76 ..5) FILL MATERIAL FOR SYSTET-S GONSTRIIGTED IN FILL SHALL BE GLEAN 6RAFLILAR SAND, FREE OF OR&ANIG MATTER AND OTHER DELETERIOUS - ,� '• - MATERIALS. THE SAND SHALL BE GRAD® 91C.H THAT NOT MORE THAN ' ...45% OF THE SAMPLE, BY WHT E16, SHALL BE RETAINED ON THE 04 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LAR6ER THAN 2 IW+F=S. . SIF SHALL ETFE..TR/L THAT QASSFS THE 14 _ PLAN• p rv� FOLLOWING 6RADAnON REQUIREMENT6, P r „ INSPECTION NOTE ' TWO ( 2) 3-1 'L X 2 'W X 2 'D Q THE STATE ENVIRONMENTAL GORE, TITLE 5, REQUIRES INSPECTION(5) l RAISE COVERS TO WITHIN LEACHING TRENCHES ® 8' O.G. OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER INSTALLATION CONTRACTOR MUST NOTIFY THE PE51ON ENGI 6" OF FINISH DRAPE NEER TOP OF FOUNDATION 2" LAYER OF I/8" TO I/2" v` � PRIOR TO THE START OF INSTALLATION FOR DI5G415�ION ON EL = 62.15 5ANITARY TEE GUT np}� 1 c�Q� WASHED STONE REQUIRED INSPECTIONS. ' r I , ABOVE LIQUID LEVEL r • EXCLUDING TOP501L � ,.A'� Q" MIN. - % i J j/ i ��/ / %'_�7 z >C \s' J' f .•`1 l YMAX. D'BOX 4" DIA. PERF. 5GH 40 PVC, GAP AT ENDS O c. 4' VIA-5GH 40 PVC PIPE DROP,g rm:. FLOW LANE 4• DIA SCH 40 PVC PIPE - 4• DIA SON 40 PVC PIPE rm DISTRIBUTION LA RALS) .2 PIPE OR LOH 54.00 Isoo eAL 58.50 sE�TIO TANK 53.83 5230 52.13 52.00 �' //,/ �f / % / 2 W/5ANITARY TEH5 BOTH ` THE MINIMUM SLOPE FOR >, BOTH 3/4" TO I -I/2" NOTE: THE INFORMATION HEREON HA5 BEEN w 4 - DIA 5". 40 PVG PIPE .,. - .; ,, } ';'_ ;. LI 5) EXITING D'lvJX MUST REMAIN .51.80 PREPARED CORDING TO THE P IRENIENTS " r... s jJ NK WASHED STONE OF TITLE 5 OF THE STATE ENVIRONMENTAL IS I/8 PER FT, m ` LEVEL FOR 2'-0' BEFORE PITCHING m corn T®LAYEZOF IYS_� 6ASBAFFLE ,nDONAI TO LEAGHNG FACILITY 5T5' CODE FOR 5UB5URFACE DISPOSAL OF SANITARY W 5 o5E njF-E' SEWAGE AND LOCAL BOARD OF HEALTH car.+m5TOW OR APPROVED46 80 SOIL REMOVAL REGULATIONS. " FaWAUENT THE LOT 5HOWN HEREON IS AS DESCRIBED IN E137.1' (IF NEGE55RRY) " W1 Dun.Er TEE D�11H , I i DEED � ! ; 1 . 24 LId1O17�iH BELOW FLOW LTH£ 4 P 17r'; o i:N LONGE5T RUN r1. �. c fi siFT fa Iw I j3 `%'u �; L INA ' PLS'I LE N. ! ",.no r ' Hs FT 24 INf.F25 EL= 41.1 (BOTTOM OF HOLE DOH #2) � DATE� ¢" I Fr 2q WqE5 No.32F6z� p / a SGHEMATI G ELON PROFILE I ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REOUIREMENTS OF TITLE 5 C 1998 NO. DATE REVISION - DESION GALGULATIONS P00, SNE N TInF - SEWAGE D 15POSAL SYSTEM FOR NEW RESIDENCE PROJECT GI4649.00 �E NOTED �� 1-13 �i8 PROJECT - ANDREN 51 NC ER, E5Q. tt #62 RANDOLPH ROAD YARMOUTH, MA LOT $I DRAWN IFY - oFtrwwD IID. GI4649.DWG 0 SPLIT RAIL' 260 Cranberry -Highway . Orleans, MA 02653 E ' TEL: 508-255-6511 FAX: 508-255-6700 DESIGN FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD �>, F i? c �? • . Ay :- ._ .. - - " ��! % FENCE E 5' (SEE SOIL ' i 330 GPD X 200% = 660 6ALLON5 - USE 1500 GALLON 5EPTIG TANK, MIN. ALLOWED fi' _ ! A` �G��i x REMOVAI�NOTE) o , LOT 77 TRENCH CAN LEACH: A 3? L. x 2 W. x 2 V. LEACHING�. i O ' i Vt x.74+ 37 2)1x.14+€ 2(2)2)x.74= 10.2 GPD � ` _ EDGE OF 1T_" PAVEMENT � ,\ Lo t=, / /✓ iN5TALL: TWO ( 2) - 3-I'L. x 2 W. x 2D. LEACHING TRENCHES Vt = 340.4 GPD > 330 GPD REQ D. ONE ( 1) - 1500 GAL. 5EPTIG TANK, MINIMUM ALLOWED \\ p^h �, • ti '' ONE ( 17 - DISTRIBUTION BOX C 5 OUTLET) P� W , \ y � 2 k,Q .�.ro';.,}` - RESERVE AREA _ NOTES' /���'`' S8 fj ' `, `\\�' �� �. 2'D 1 YOTJ lY 1 0 ALLON 2 - 371 x 2'W x 1) 6AREA&E 6RINDERS ARE NOT ALLOt^ED NTH THIS DESIGN. " - 1... S6 ,X/ SEP C TANK LEACHING TRENCHES - 2) THE INSTALLER. Is RESPOTLSBLE FOR AssmiNG THAT COMPONENTS OF - _ - _.. __ --. - -- -- "BOX THE SEWAGE DISPOSAL SYSTEM ARP DE-516NED NTH SU-FIGIENT ... _ _ f. - - ' STRENGTH TO SUSTAIN ALL LOADS TO BE IMP05M ON THEM. ANY MU5T'" 54 a - - COMPONENT OF THE 5Y5TEM WBJE-GT TO VENIGA.AR TRAFFIC - 5 . COMPLY KITH A MINIMUM STANDARD OF A•A5.H.T.O. H-20 WHEEL LOADS. ` 1g- DOH 2 3) PRIOR TO SETTING ANY 5EWASE DISPOSAL SYSTEM COMPONENT, INSTALLER - S� , -- .. SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS. _.. D15.R-P^NCIES TO Tg Ve� �� _.�:. __..___.T.—_ .:_ -._.. _.. - p LOT . - AND IZEPORT ANY 513N``R PIPE SHALL 4' DIA SrH 40 PVC, VLE55 OTHO� SE SOILREMOVAL NOTE = - U1 AREA = 14,950 f S.F. 4) ALL GRAVITY ! NOTEV. THE MINIMUM SLOPE OF 4' DIA SOH 40 PVC SHALL BE 0.01 FT/FT. BENCH MARK 5) NO PART OF THIS DE516N VAA11. BE ALTERED wITHOVII PRIOR APPROVAL FROM THE DE516N ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REOLIESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO GONSTRUGTION. - - - 6) THE USE OF ALTERNATE MANUFACTURERS FOR 5YSTEM COMPONENTS -SHALL NOT BE APPROVED IF THE USEoF THEIR EQUPMIFNT REQUIRES CHAN6e5 IN DE51GN. y �ATTCTHE E�O45�PRIOR o7AVATN SHALL PSHALL ROET LM J 5 KTHN T} THE MORK ARE L SPLIT RAIL TOP OF -CONCRETE BOUND FENCE ' - ELEV. = 50.00 \ (DATUM : ASSUMED) LOT 82/1 LOT 76 ..5) FILL MATERIAL FOR SYSTET-S GONSTRIIGTED IN FILL SHALL BE GLEAN 6RAFLILAR SAND, FREE OF OR&ANIG MATTER AND OTHER DELETERIOUS - ,� '• - MATERIALS. THE SAND SHALL BE GRAD® 91C.H THAT NOT MORE THAN ' ...45% OF THE SAMPLE, BY WHT E16, SHALL BE RETAINED ON THE 04 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LAR6ER THAN 2 IW+F=S. . SIF SHALL ETFE..TR/L THAT QASSFS THE 14 _ PLAN• p rv� FOLLOWING 6RADAnON REQUIREMENT6, P r „ INSPECTION NOTE ' TWO ( 2) 3-1 'L X 2 'W X 2 'D Q THE STATE ENVIRONMENTAL GORE, TITLE 5, REQUIRES INSPECTION(5) l RAISE COVERS TO WITHIN LEACHING TRENCHES ® 8' O.G. OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER INSTALLATION CONTRACTOR MUST NOTIFY THE PE51ON ENGI 6" OF FINISH DRAPE NEER TOP OF FOUNDATION 2" LAYER OF I/8" TO I/2" v` � PRIOR TO THE START OF INSTALLATION FOR DI5G415�ION ON EL = 62.15 5ANITARY TEE GUT np}� 1 c�Q� WASHED STONE REQUIRED INSPECTIONS. ' r I , ABOVE LIQUID LEVEL r • EXCLUDING TOP501L � ,.A'� Q" MIN. - % i J j/ i ��/ / %'_�7 z >C \s' J' f .•`1 l YMAX. D'BOX 4" DIA. PERF. 5GH 40 PVC, GAP AT ENDS O c. 4' VIA-5GH 40 PVC PIPE DROP,g rm:. FLOW LANE 4• DIA SCH 40 PVC PIPE - 4• DIA SON 40 PVC PIPE rm DISTRIBUTION LA RALS) .2 PIPE OR LOH 54.00 Isoo eAL 58.50 sE�TIO TANK 53.83 5230 52.13 52.00 �' //,/ �f / % / 2 W/5ANITARY TEH5 BOTH ` THE MINIMUM SLOPE FOR >, BOTH 3/4" TO I -I/2" NOTE: THE INFORMATION HEREON HA5 BEEN w 4 - DIA 5". 40 PVG PIPE .,. - .; ,, } ';'_ ;. LI 5) EXITING D'lvJX MUST REMAIN .51.80 PREPARED CORDING TO THE P IRENIENTS " r... s jJ NK WASHED STONE OF TITLE 5 OF THE STATE ENVIRONMENTAL IS I/8 PER FT, m ` LEVEL FOR 2'-0' BEFORE PITCHING m corn T®LAYEZOF IYS_� 6ASBAFFLE ,nDONAI TO LEAGHNG FACILITY 5T5' CODE FOR 5UB5URFACE DISPOSAL OF SANITARY W 5 o5E njF-E' SEWAGE AND LOCAL BOARD OF HEALTH car.+m5TOW OR APPROVED46 80 SOIL REMOVAL REGULATIONS. " FaWAUENT THE LOT 5HOWN HEREON IS AS DESCRIBED IN E137.1' (IF NEGE55RRY) " W1 Dun.Er TEE D�11H , I i DEED � ! ; 1 . 24 LId1O17�iH BELOW FLOW LTH£ 4 P 17r'; o i:N LONGE5T RUN r1. �. c fi siFT fa Iw I j3 `%'u �; L INA ' PLS'I LE N. ! ",.no r ' Hs FT 24 INf.F25 EL= 41.1 (BOTTOM OF HOLE DOH #2) � DATE� ¢" I Fr 2q WqE5 No.32F6z� p / a SGHEMATI G ELON PROFILE I ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REOUIREMENTS OF TITLE 5 C 1998 - ©CE ` r.laa,4a u_ - NO. DATE REVISION - gy -. Now SNE N TInF - SEWAGE D 15POSAL SYSTEM FOR NEW RESIDENCE PROJECT GI4649.00 �E NOTED �� 1-13 �i8 PROJECT - ANDREN 51 NC ER, E5Q. tt #62 RANDOLPH ROAD YARMOUTH, MA LOT $I DRAWN IFY - oFtrwwD IID. GI4649.DWG OASTAL NG G Q IIV� r® PROFESSIONAL ENGINEERS & LAND SURVEYORS I 1 OF _I SHEM 260 Cranberry -Highway . Orleans, MA 02653 E ' TEL: 508-255-6511 FAX: 508-255-6700 - ©CE ` r.laa,4a u_ -