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HomeMy WebLinkAbout83-1877 - Site & Sewage Disposal 003I II GENERAL NOTES: SOIL TEST LOGS: SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS: MONITOR WELL LOG McAstYarmQutn, TEST PIT I: EL=5.3± HAND BORING 1: EL=5.1 ± SEWAGE DESIGN FLOW: I I-05-96 EL -2 6I A.) NEITHER DRIVEWAYS NOR PARKING AREA5 ARE ALLOWED OVER SEPTIC SYSTEM ,UNLESS H-20 COMPONENTS ARE USED. B.) THE DE51GNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CONSTRUCTED A5 SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL INnF2rRnl INn AND OVERHEAD UTILITIES PRIORTO COMMENCEMENT OF WORK. DEPTH FROM SURFACE (INCHE5) SOIL HORIZON SOIL TEXTURE (USDA) 501L COLOR (MUN5ELL) 501L MOTTLING OTHER 0-10 A Loamy Fine Sand ICY 3 NONE Loose 10-24 B Loa my fine Sand I CYR 5/8 NONE Friable 24-84 C I Loamy Sand I CYR 7/5 NONE Perc P 24" 83-108 C2 fe Sara I OYR G/2 NONE Gro ndwater P EL=49' DEPTH FROM SURFACE (INCHES) SOIL - HORIZON SOIL TEXTURE (USDA) - 501L - COLOR (MUN5ELL) SOIL MOTTLING OTHER O- 1 1 A Fine Sand I OYR 21 NONE Loose JI -17 B Fine Loamy Sand ICYR 44 NONE Friable 17-63 Cl Medium Loamy Sand I CYR GIG NONE Loose Wee m H2O 42" 83-108 C2 fe Sara I OYR G/2 NONE •Very Friable CNE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) u_ u_ -U- UNDERGROUND UTILITY SERVICE • 1 = 4 BEDROOM DWELLING @ I 10 GPD = 440 GPD 1 1-1 I -96 EL= 2.49 o aLEWIS LEACHING CAPACITY REQUIRED: '\ 'n Q' /! POND 4 BEDROOMS (MAX.) @ I 10 GPD - 440 GPD REQUIRED I I- 14-9G EL= 2.25 SI 1-25-96 EL=2.25EPTIC TANK CAPACITY REQUIRED: DAILY FLOW = 440 GPD @ 20070 = 880 GAL. REQUIRED 04-10-10 EL=2.40v- SEPTIC TANK CAPACITY PROVIDED: - �+ 1500 GALLON SEPTIC TANK (MIN. ALLOWED) EL=2.75 HISTORIC HIGH GROUNDWATER CONSTRUCTION NOTES: "" r" "=b.`T LEACH N 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(S), GREASE TRAPS), DOSING CHAMBER(5) AND DISTRIBUTION BOX(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY DEPTH FROM SURFACE (INCHES) 501L HORIZON 501L TEXTURE (U51)A) SOIL COLOR (MUN5ELU 501L OTHER MOTTLING 0-7 A Loamy Fme Sand I CYR 3/3 NONE 7-2G B Loamy Fine Sand I OYR 5)8 NONE 2G-81 C I Fire Sand I CYR 6/4 NONE Per 8" Medium Loamy Sand I CYR GIG NONE Loose Wee inj H2O P> 40" Groundwater P EL -56' COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. TEST PIT 3: EL=5.8± 3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1 1 27-93 AND SHALL HAVE AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE 50T - TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM Of: G" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (U5DA SOIL COLOR (MUN5ELL) SOIL OTHER MOTTLING 0-9 A Loam Fv)e Sand 1 CYR 3/3 1 NONE 9-2G B Loa my Fme Sard I CYR 5/8 NONE 2G-82 C1 Fme Sand I OYR G/4 NONE Medium Loamy Sand I CYR GIG NONE Loose Wee inj H2O P> 40" Groundwater P EL=49" HAND G CAPACITY PROVIDED. BORING 2: EL=4.9± ONE ( I ) 45 0' X 15 DX G" LEACH FIELD CAN LEACH DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUN5ELL) SOIL MOTTLING JOTHEP 0-7 A Fine Sand I OYER 5/1 NONE Loose 7-19 B Fine Loam Sand I CYR 4/4 NONE Friable 19-52 C I Medium Loamy Sand I CYR GIG NONE Loose Wee inj H2O P> 40" 52-109 C2 • Fine Sand CYR 6/2 NONE Ve Friable CNE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) u_ u_ -U- UNDERGROUND UTILITY SERVICE • 1 = Vt.= (45.0 X 15.0) X 0.74 GPD/SF=499.5 GPD SOIL HORIZON SOIL TEXTURE (U5DA) 501L COLOR (MUN5ELL) SOIL OTHER MOTTLING ro ,I - 499 GPD>440 GPD REQUIRED Loamy fine Sand I CYR 3/3 NONE 8-25 z�% / LOCUS NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH TH15 DESIGN. 1 CYR 5/8 NONE 25-a3 C1 - INSTALL:�-�- NONE , 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP Of 6" MEASURED BELOW AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT i ONE (1) - 1 500 GALLON SEPTIC TANK VERTICALSCALE I "= 1 0' -0- OVERHEAD UTILITY SERVICE THE OUTLET INVERT. - STANDING GROUNDWATER ENCCUx'TERED AS NOTED USE A LOADING RATE Of 0.74 GPC, --F FOR SIZING OF 501L ABSORPTION SYSTEM. CNE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) u_ u_ -U- UNDERGROUND UTILITY SERVICE • 1 = ONE (1) - 45.0'x 1 5.0' x G" LEACH FIELD 0w 01 o _ - O TIPGAS SERVICE LINE DATE OF TESTING: 09/04/96 (V NPN�UG PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYERS. - NOT TO SCALE WITNESSED BY: MATTHEW T. FARREL, EIT, J.M. O'REILLY 4 ASSOCIATES, INC. - ' AMY VON HONE; AGENT, YARMOUTH HEALTH DEPARTMENT G.1 NO WATER ENCOUNTERED 0____ 4 ' - d; LAND COURT PLAN #I 442G -G - USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF SOIL ABSORPTION SYSTEM. EL=4.5± u CERTIFICATE OF TITLE # 1(52294 5.) RAI5E COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND. OUTLET TEES TO WITHIN G" OF TEST PIT 4: EL=5.3± GRADE ASSESSORS' MAP 14 PARCEL 115 -' FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT: PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I %. 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT, LINE SHALL BE CAPPED AT END OR AS NOTED. DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (U5DA) 501L COLOR (MUN5ELL) SOIL OTHER MOTTLING 0-8 A Loamy fine Sand I CYR 3/3 NONE 8-25 B Loam Fr:e Sand 1 CYR 5/8 NONE 25-a3 C1 Loamy 5znd I CYR 7/8 NONE , 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP Of 6" MEASURED BELOW AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT SHOWER Groundwater P EL=44" BUILDING COVERAGE: -__-' _. G" DEEP STONEN BED @BOTTOM . Grade OF SWALE - 3/4" - 1 112" STONE; LEGEND BOTTOM OF BED EL=4.0± ---�� EXISTING CONTOUR DWELLING 1,577.2 5F o WOOD DECK 607.7 SF 0 10 20 30 4D rte, 32 PROPOSED CONTOUR POOL 738.8 5F A IAI x12.34 EXISTING SPOT GRADE 8J OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST DATE OF TESTING: 04/22/10 POOL DECK G07.4 SF - C ROSS SIECTI O N A -'Al : - 24x5 PROPOSED SPOT GRADE 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYERS. POOL TROUGH 8 I .8 SF `0 UTILITY POLE - W _ WATER SERVICE LINE BOX TO A55URE EVEN DISTRIBUTION. WITNESSED BY: KEITH E. FERNANDE5, EIT, J,M. O'REILLY 4 ASSOCIATES, INC. ENTRY 193.2 5F HORIZOkTAL SCALE I"= 10' , 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP Of 6" MEASURED BELOW AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT SHOWER 40.0 SF VERTICALSCALE I "= 1 0' -0- OVERHEAD UTILITY SERVICE THE OUTLET INVERT. - STANDING GROUNDWATER ENCCUx'TERED AS NOTED USE A LOADING RATE Of 0.74 GPC, --F FOR SIZING OF 501L ABSORPTION SYSTEM. WALLS - 70.0 SF - -U- UNDERGROUND UTILITY SERVICE I O.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO _ - O TIPGAS SERVICE LINE ASHE STONE FREE OF IRON FINES AND DUST AND SHALL BE TEST 1 - I /2 DOUBLE W D1 \ INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE TOTAL 4, 189. BENCHMARK: I SF. SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" Utlllty'ole #4 LAYER OF l/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 4,185. 1873,x-66 MOSS RO n D ^ Top of Water bate 73 X 00=.22.4% -/-1--- \ EL=5.6+ ,?.45L 1929 NGVD Datum) I 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; 5' LATERAL SOIL REMOVAL WHEN LOCATED EITHER IN NMOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, (SEE NOTE # G) TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) 501L ABSORPTION SYSTEM SMALL BE COVERED WITH A MINIMUM OF 9" OF INSPECTION PORT j CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). I _ 5,6 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30 POVER THE TOOF ALL SYSTEM ° y� COMPONENTS, INCLUDING THE SEPTIC TANK; DISTRIBUTION BOX, DOSING CHAMBER I U1 o -c -c 2 I+ c -a Ln- o� PROPO5ED5WALE BOTTOM EL=4.8± a -a-c-c a I+ 22 s AND SOIL ABSORPTION SYSTEM. SEPTIC TANK5 SHALL HAVE A MINIMUM COVER I - - oF 9°. a --.a- s, ..:.... 48.24' ......... ...... -_..-� 9. g� A MONITOR WELL �` DRIP LINE \ x .I,, ., .. e CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL P•BSORP- I \ A � � All AREA5 DP THE FRONT PORTION OF THE DWELLING � TION SYSTEM SHALL IC STAKED AND FLAGGED E PREVENT THE USE OF SUCH x 7d. &• 0 f ` THAT ARE LOCATED WITHIN 20' OF PRIMARY E RESERVE -z-x- TOP OF BANK V• t7' , r '! x5 !`. S.A.S. SHALL BE CONSTRUCTED USING SLAB ON GRADE LIMIT OF WORK AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. I \ N - - - - 1 5.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION ' ! ! r 1!1 + x 1 5 WITH A ED G" T SLAB EL=I BO FENCE BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE- O " ' &9, +r i i se 8 ;,7 PROPOSED S" STONE BED @BOTTOM OF SWALE �-•� EDGE OF CLEARING QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING I PROPOSED D GAS LINE --o.� $ ! �' ,� ! 9 - - // 3/4" - 1/2' STONE THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE I (APPROXIINATE) " / - �', '� k� HB-� PROPOSED 2' WIDE DRIP LINE TRENCH ON 3: I SLOPE - PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS RFQUE5TED. - 2" OF /8"- /2" STONE /-1' i ' • �' /�!/ �-I , CONSTRUCT 3 CHECK DAMS TO SLOW RUN-OFF PAULETTE J. FINNERTY REVOCABLE TRUST 16.) ALL TOPSOIL 4 SUBSOIL (A 4 B) ENCOUNTERED WITHIN 5' AROUND THE S.A.S. I - \�. P ! 1 i i ` ? "�- �� ! l I g ,/. PAULETTE J. FINNERTY, TRUSTEE - SHALL BE REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SANC, ' ° PROPOSED "✓ATERLINE CERTIFICATE OF TITLE # 177554 - ° - PROPOSED RETAINING .i.� x / i �' /` ! N Monitor Well Ng_ ✓% (APPROXIMFiE) PARCEL 114 E c• WALL T.0 W. EL 9,0-t VSs �! 'i N O ®6.p COMPACTED TO MINIMIZE SETTLEMENT. x 17.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILCSHALL VARIES TO EL=G.O±� , !/z/ /1��'/ - BE PLACED IN G-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY '✓t �V ^ O ii, 36 "er e.� Z NTR '/ A 100'0'1- Z4 k AS PER AASHO T 180; METHOD D. FILL TO BE USED SHALL CONFORM TO x 6.4 t.; v� Zcnti .: yr O a^ i0 '. '',.-" 9 � \�J % Fxhtln 3 10 CMR 1 5.255 (3). -,�- -]_ r' -- tS PROPOSED 2' WIDE DRIP LINE j 9e EL= CONSERVATION NOTES: Z.L / zd 29. .,,,,�,,,. PROPOSED SN ALE ° ' ht` 21 BOTTOM OF SWALE EL=4'S± c TRENCH (l P.) Suddlny rye 2± 3/4" - 1 1/2" STONE WRAPPED ry v9 a '; '9 2 l - i ^-�I IN FILTER FABRIC _ f \ P TCI 1,2 GRAVEL BED FOR 1.) LIMIT Of WORK SHALL BE A5 SHOWN ON PLAN VIEW. THE LIMIT OF WORK _ I - a \ _ - -. - _- ^ PROPOSED GON515T OP -DOUBLE 5TAKED HAYBALE5 OR SILT BA2,Rffl A9 CONDITIONED NOT E: --\ - •_ . - , -. „ ,, SED.4 ' D 3r PROPOSED BEDROOIV , BY CON--RVATIO • CO`.' . .-_ .- - - --- STONE TRENCH 5^A) L 6J TVTEP.ED UNCER ALL - - - 4 ..; E =�-SLAB EL G 0+ OUTDOOR SHOWER TO 51T ON F G ,.'ii'R•. , WORK 0,. Pte..__. DRIP EDGES AND ALONG 11E EDGE OF THE STONE X 6.5 � � a FINISH FLOOR EL ! 6 CS+ 2 J ROOF RUN-OFF SHALL BE CONTROLLED THROUGH GLITTER, DO.'.'.S=CJTS, POOL DECK. 3i. O x , I 1 i-- 6 DRY -WELLS OR BY STONE TRENCHES (2'x I') LOCATED UNDER ALL DRIP LINES. - 64 I ' i" f - r jj''�� 40 MIL HDPE LINER 6x0 r - 3J ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION TYPICAL STONE Lr KIP LINE TRENCH DETAIL: TOP @ EL=9. ! ± _ - 4 ` N OF THE PROJECT. BOTTOM @ EL=3.0-- Area .I 8 i.3 I SFS •-.. PROPOSED SWALE - + --=-x 6 D DECK x 59 BOTTOM OF SWALE EL -4.5± 4.) ALL FILL REQUIRED POR THE PROJECT SHALL BE CLEAN SAND, FREE OF DEBRIS NOT TO SCALE ,.,«. PROPOSED LANDSCAPE WALL r - _ n/00 _ x Ts AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. 5x9 ---�� - TOP OF WAIL VARIES ------- O O ED � 5p Buffer - ' >< O Q / , - m s 'STONE POOL DEL.K a W ) Zppe PRO POSED LIMIT OF WORK 6.3 s ,5 q 1 t (SEE CONSERVATION NOTE # ) yy'k' = '.. `l inn 'S•, q * e< PETER MIMI I. 5ARTHOU EL -5.55 ; •.. , p ''/ -� 35Zone K� LAND COURT DOCUMENT # I 18351 \ �7� x 7.4 � � / / � 0 3 - i C7 j -�- / CALCULATIONS: \ ♦ /<, Pool / / I' • F ��, / PARCEL 1 16 ';.' / * ' / a• INFILTRATION RATE: 0.9 GAUSF/MIN (SAND) `\ EACKWA511 BED: 32'x 12'x 18" a 5x9 \ ' 4 (EL=13.0±.) i „' ,, ''• \:. 22" SURFACE AREA: [2(1 2 x L5) + 2(32 x 1.5) + (32 x 1 .5)1=516 SF \ \ :. / a O FINISH WITH BLACK b s , z'E3�' / /, INFILTRATION CAPACITY: 51 G 5F x (0.9 GAUSF/MIN) ;/, .9•c \" 1 X 6,9 -BARK MULCH �' a°. (18" Effective'i % +. /=4GB GAUMIN i Depth) BACKWASH FILTER TO BE LIMITED TO 100 GAUMIN VOLUME: 32 x 1 2 x 1 .5=576 CF - �j x 7.3 - /S-� EL=3.75 I o Q, <) I / 4, 4, 576 x45%=259 CF •- 1930 GAL. i \ \ t (� 1 +�/� 00e' *j{ , 1' Q BEARBERRY 2 GAL. MIN - _ _ r \ \ \� ooee x 71 A FRA NED k;,/ PROPOSED POOL _ s 4 LI#4 j 9. y s tL EL=2.75 (GROUND WATER) BACKWASH BED (SEE DETAIL) " r. x 61 SHORE JUNIPER 2 GAL. MIN °P ,1 i� e 9.0 I �' x 66>� t%/%/ `e NOTE: _ - Rxd9e te:gh \ yz 1,+ /' j \ I I / _ }\ .t - MAY 14 2010 PLANTING DETAIL: CONSTRUCT BY PLACING IiRfE (3) - 8 x 4 FLOW DIFFUSERS (USE FD uild,ngN j f✓#/ \ ✓ /`�''ai \ 4'x 8' - D FLOW DIFFU5ER'JNITS BY 5HOREY PRECAST, INC.) WITH 4' B ' x S O ; j' µ �'*�� 00, 50P # I - / /j / SOP #2 \ I P " OF STONE AROUND AND c OF STONE BELOW i t [� SCALE =20' i. O �'x•I / 1 \ 3' \ \ DEP OBSERVATION E;. BAC KW"SH BED DETAIL: 9.4 I '�` - - \� /�T / I PLOTOBSERVATION S/,/ �-�� PLOT #2 FLOW FRO L ,�3,t NOT TO SCALE PROPOSED SWALE / NOT TO SCALE `BorroM EL=s.o± �, it � i x 5.a / 8 11 �� tai �ss� '�a �W of sic 24" DIAMETER CONCRETE COVERS INSPECTION NOTE: ' / e,9 I & 1 Q, 1OHN yN JOHN P.B. RAISED TO WITHIN 6" OF FINISH x b.z/ �� / f 1 I N9. m -+ Q'R.EILLY + PROPOSED LIMIT O 3.a / N0.. LY CIVIL FINISH FLOOR PRIOR TO FINAL IN'o LTION BY THE ENGINEER, SYSTEM OF WORK r 00°EPea �(� / ,7 \\ /' NO. 46733 3520 GRADE TOR AS NOTED) NEEDS TO BE COMPUTE INCLUDING BUILDUP FOR COVERS. /� g one EL= 16.O± (SEE NOTE #5) moi'/ / 6 � / lq SS Proposed EL= 1 1 .5± Proposed EL= I I .0± Proposed -L=9.8± M n. �Ee j / , � 3'6 \ 1 �/ ND SUR �S/ONAL �S\ 2 INSPECTION PORT ©- - -x 6.0 0.65_ 9" Cover Min. x ss Vegetated Revl5ed 05/13/ 10: Revised propo5eci dwellin la -out, pcol, deck, and ad u5teci gradc5. 2" LAYER OF 1/8" - 1/2" STONE J DEBPRAT. FETROW5KIla 1 Wetland PLAN LI�JCIDttI - CAP LAND COURT DOCUMENT #543001 _ Residence 10.0± 9.50 1011 14" 9.25 g 55 6" 3/4" - 1 - 1 /2" STONE PARCEL 1 21 ® - -- -- 3 SCALE I"= 20' c/o Gregg Ll5ciottl, 83 Orchard HIII Park Drive, Leomm5ter, MA O 1453 311 40' T 8.79 8.62 8.35 6 z THIS AREA IS HRVED 7.85 SITE It SEWAGE DISPOSAL SYSTEM DESIGN 2" DROP � � 3'a� BY TOWN W4TER. GAS BAFFLE LEACHING FIELD 5, 1' S 3 1 Moss Road, West Yarmouth, MA 45.0'X 15.0'X6,0° J.M. O'REILLY & ASSOCIATES, INC. Longest Run = 8'± Engineering Surveying '+ +_ �- EL=2.75 HIGH GROUNDWATER Professional En ineerin &Land Surve n Services + 1500 GALLON 44 - DB -3 8 00 20 40 GO p-7' �( 1573 Main Street - Route 8A SEI I I C TANK R - SCALE 1"=20' (508)896-6601 Office Br, P.O. ster, MA 7302631 (508)898-6602 Fax D-UO� DATE: SCALE: BY: CHECK: I JOB NUMBER, II H-20 G:%AAJobslUsaottlDe;e'opm -'r. oad127GA\dwg\l 27GA.5D5.rev5-13-I0.dwg 04/21/10 AS Noted MT F/f JMO JMO-127GA 110 HOLE /BORING LOCATION 5T SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM Reserve RESERVED FOR FUTURE `0 UTILITY POLE ® CATCH BASIN *Cr FIRE HYDRANT °vc WATER GATE AND SOIL ABSORPTION SYSTEM. SEPTIC TANK5 SHALL HAVE A MINIMUM COVER I - - oF 9°. a --.a- s, ..:.... 48.24' ......... ...... -_..-� 9. g� A MONITOR WELL �` DRIP LINE \ x .I,, ., .. e CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL P•BSORP- I \ A � � All AREA5 DP THE FRONT PORTION OF THE DWELLING � TION SYSTEM SHALL IC STAKED AND FLAGGED E PREVENT THE USE OF SUCH x 7d. &• 0 f ` THAT ARE LOCATED WITHIN 20' OF PRIMARY E RESERVE -z-x- TOP OF BANK V• t7' , r '! x5 !`. S.A.S. SHALL BE CONSTRUCTED USING SLAB ON GRADE LIMIT OF WORK AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. I \ N - - - - 1 5.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION ' ! ! r 1!1 + x 1 5 WITH A ED G" T SLAB EL=I BO FENCE BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE- O " ' &9, +r i i se 8 ;,7 PROPOSED S" STONE BED @BOTTOM OF SWALE �-•� EDGE OF CLEARING QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING I PROPOSED D GAS LINE --o.� $ ! �' ,� ! 9 - - // 3/4" - 1/2' STONE THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE I (APPROXIINATE) " / - �', '� k� HB-� PROPOSED 2' WIDE DRIP LINE TRENCH ON 3: I SLOPE - PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS RFQUE5TED. - 2" OF /8"- /2" STONE /-1' i ' • �' /�!/ �-I , CONSTRUCT 3 CHECK DAMS TO SLOW RUN-OFF PAULETTE J. FINNERTY REVOCABLE TRUST 16.) ALL TOPSOIL 4 SUBSOIL (A 4 B) ENCOUNTERED WITHIN 5' AROUND THE S.A.S. I - \�. P ! 1 i i ` ? "�- �� ! l I g ,/. PAULETTE J. FINNERTY, TRUSTEE - SHALL BE REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SANC, ' ° PROPOSED "✓ATERLINE CERTIFICATE OF TITLE # 177554 - ° - PROPOSED RETAINING .i.� x / i �' /` ! N Monitor Well Ng_ ✓% (APPROXIMFiE) PARCEL 114 E c• WALL T.0 W. EL 9,0-t VSs �! 'i N O ®6.p COMPACTED TO MINIMIZE SETTLEMENT. x 17.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILCSHALL VARIES TO EL=G.O±� , !/z/ /1��'/ - BE PLACED IN G-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY '✓t �V ^ O ii, 36 "er e.� Z NTR '/ A 100'0'1- Z4 k AS PER AASHO T 180; METHOD D. FILL TO BE USED SHALL CONFORM TO x 6.4 t.; v� Zcnti .: yr O a^ i0 '. '',.-" 9 � \�J % Fxhtln 3 10 CMR 1 5.255 (3). -,�- -]_ r' -- tS PROPOSED 2' WIDE DRIP LINE j 9e EL= CONSERVATION NOTES: Z.L / zd 29. .,,,,�,,,. PROPOSED SN ALE ° ' ht` 21 BOTTOM OF SWALE EL=4'S± c TRENCH (l P.) Suddlny rye 2± 3/4" - 1 1/2" STONE WRAPPED ry v9 a '; '9 2 l - i ^-�I IN FILTER FABRIC _ f \ P TCI 1,2 GRAVEL BED FOR 1.) LIMIT Of WORK SHALL BE A5 SHOWN ON PLAN VIEW. THE LIMIT OF WORK _ I - a \ _ - -. - _- ^ PROPOSED GON515T OP -DOUBLE 5TAKED HAYBALE5 OR SILT BA2,Rffl A9 CONDITIONED NOT E: --\ - •_ . - , -. „ ,, SED.4 ' D 3r PROPOSED BEDROOIV , BY CON--RVATIO • CO`.' . .-_ .- - - --- STONE TRENCH 5^A) L 6J TVTEP.ED UNCER ALL - - - 4 ..; E =�-SLAB EL G 0+ OUTDOOR SHOWER TO 51T ON F G ,.'ii'R•. , WORK 0,. Pte..__. DRIP EDGES AND ALONG 11E EDGE OF THE STONE X 6.5 � � a FINISH FLOOR EL ! 6 CS+ 2 J ROOF RUN-OFF SHALL BE CONTROLLED THROUGH GLITTER, DO.'.'.S=CJTS, POOL DECK. 3i. O x , I 1 i-- 6 DRY -WELLS OR BY STONE TRENCHES (2'x I') LOCATED UNDER ALL DRIP LINES. - 64 I ' i" f - r jj''�� 40 MIL HDPE LINER 6x0 r - 3J ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION TYPICAL STONE Lr KIP LINE TRENCH DETAIL: TOP @ EL=9. ! ± _ - 4 ` N OF THE PROJECT. BOTTOM @ EL=3.0-- Area .I 8 i.3 I SFS •-.. PROPOSED SWALE - + --=-x 6 D DECK x 59 BOTTOM OF SWALE EL -4.5± 4.) ALL FILL REQUIRED POR THE PROJECT SHALL BE CLEAN SAND, FREE OF DEBRIS NOT TO SCALE ,.,«. PROPOSED LANDSCAPE WALL r - _ n/00 _ x Ts AND GARBAGE. UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. 5x9 ---�� - TOP OF WAIL VARIES ------- O O ED � 5p Buffer - ' >< O Q / , - m s 'STONE POOL DEL.K a W ) Zppe PRO POSED LIMIT OF WORK 6.3 s ,5 q 1 t (SEE CONSERVATION NOTE # ) yy'k' = '.. `l inn 'S•, q * e< PETER MIMI I. 5ARTHOU EL -5.55 ; •.. , p ''/ -� 35Zone K� LAND COURT DOCUMENT # I 18351 \ �7� x 7.4 � � / / � 0 3 - i C7 j -�- / CALCULATIONS: \ ♦ /<, Pool / / I' • F ��, / PARCEL 1 16 ';.' / * ' / a• INFILTRATION RATE: 0.9 GAUSF/MIN (SAND) `\ EACKWA511 BED: 32'x 12'x 18" a 5x9 \ ' 4 (EL=13.0±.) i „' ,, ''• \:. 22" SURFACE AREA: [2(1 2 x L5) + 2(32 x 1.5) + (32 x 1 .5)1=516 SF \ \ :. / a O FINISH WITH BLACK b s , z'E3�' / /, INFILTRATION CAPACITY: 51 G 5F x (0.9 GAUSF/MIN) ;/, .9•c \" 1 X 6,9 -BARK MULCH �' a°. (18" Effective'i % +. /=4GB GAUMIN i Depth) BACKWASH FILTER TO BE LIMITED TO 100 GAUMIN VOLUME: 32 x 1 2 x 1 .5=576 CF - �j x 7.3 - /S-� EL=3.75 I o Q, <) I / 4, 4, 576 x45%=259 CF •- 1930 GAL. i \ \ t (� 1 +�/� 00e' *j{ , 1' Q BEARBERRY 2 GAL. MIN - _ _ r \ \ \� ooee x 71 A FRA NED k;,/ PROPOSED POOL _ s 4 LI#4 j 9. y s tL EL=2.75 (GROUND WATER) BACKWASH BED (SEE DETAIL) " r. x 61 SHORE JUNIPER 2 GAL. MIN °P ,1 i� e 9.0 I �' x 66>� t%/%/ `e NOTE: _ - Rxd9e te:gh \ yz 1,+ /' j \ I I / _ }\ .t - MAY 14 2010 PLANTING DETAIL: CONSTRUCT BY PLACING IiRfE (3) - 8 x 4 FLOW DIFFUSERS (USE FD uild,ngN j f✓#/ \ ✓ /`�''ai \ 4'x 8' - D FLOW DIFFU5ER'JNITS BY 5HOREY PRECAST, INC.) WITH 4' B ' x S O ; j' µ �'*�� 00, 50P # I - / /j / SOP #2 \ I P " OF STONE AROUND AND c OF STONE BELOW i t [� SCALE =20' i. O �'x•I / 1 \ 3' \ \ DEP OBSERVATION E;. BAC KW"SH BED DETAIL: 9.4 I '�` - - \� /�T / I PLOTOBSERVATION S/,/ �-�� PLOT #2 FLOW FRO L ,�3,t NOT TO SCALE PROPOSED SWALE / NOT TO SCALE `BorroM EL=s.o± �, it � i x 5.a / 8 11 �� tai �ss� '�a �W of sic 24" DIAMETER CONCRETE COVERS INSPECTION NOTE: ' / e,9 I & 1 Q, 1OHN yN JOHN P.B. RAISED TO WITHIN 6" OF FINISH x b.z/ �� / f 1 I N9. m -+ Q'R.EILLY + PROPOSED LIMIT O 3.a / N0.. LY CIVIL FINISH FLOOR PRIOR TO FINAL IN'o LTION BY THE ENGINEER, SYSTEM OF WORK r 00°EPea �(� / ,7 \\ /' NO. 46733 3520 GRADE TOR AS NOTED) NEEDS TO BE COMPUTE INCLUDING BUILDUP FOR COVERS. /� g one EL= 16.O± (SEE NOTE #5) moi'/ / 6 � / lq SS Proposed EL= 1 1 .5± Proposed EL= I I .0± Proposed -L=9.8± M n. �Ee j / , � 3'6 \ 1 �/ ND SUR �S/ONAL �S\ 2 INSPECTION PORT ©- - -x 6.0 0.65_ 9" Cover Min. x ss Vegetated Revl5ed 05/13/ 10: Revised propo5eci dwellin la -out, pcol, deck, and ad u5teci gradc5. 2" LAYER OF 1/8" - 1/2" STONE J DEBPRAT. FETROW5KIla 1 Wetland PLAN LI�JCIDttI - CAP LAND COURT DOCUMENT #543001 _ Residence 10.0± 9.50 1011 14" 9.25 g 55 6" 3/4" - 1 - 1 /2" STONE PARCEL 1 21 ® - -- -- 3 SCALE I"= 20' c/o Gregg Ll5ciottl, 83 Orchard HIII Park Drive, Leomm5ter, MA O 1453 311 40' T 8.79 8.62 8.35 6 z THIS AREA IS HRVED 7.85 SITE It SEWAGE DISPOSAL SYSTEM DESIGN 2" DROP � � 3'a� BY TOWN W4TER. GAS BAFFLE LEACHING FIELD 5, 1' S 3 1 Moss Road, West Yarmouth, MA 45.0'X 15.0'X6,0° J.M. O'REILLY & ASSOCIATES, INC. Longest Run = 8'± Engineering Surveying '+ +_ �- EL=2.75 HIGH GROUNDWATER Professional En ineerin &Land Surve n Services + 1500 GALLON 44 - DB -3 8 00 20 40 GO p-7' �( 1573 Main Street - Route 8A SEI I I C TANK R - SCALE 1"=20' (508)896-6601 Office Br, P.O. ster, MA 7302631 (508)898-6602 Fax D-UO� DATE: SCALE: BY: CHECK: I JOB NUMBER, II H-20 G:%AAJobslUsaottlDe;e'opm -'r. oad127GA\dwg\l 27GA.5D5.rev5-13-I0.dwg 04/21/10 AS Noted MT F/f JMO JMO-127GA