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Home My WebLink About83-1805 - Septic & Utilities Site Plan1 t / INSTALL 2" RECYCLE / - - - - - - - \ / / FUTURE SEWER CONNECTION COMMON LINE FOR FUTURE / / I AIF REQUIRED. /L // / STUB. 8' SEWER LINE FOR FUTURE / TANK SIZED FOR , a� / \ / / CIRCUIT AST 9.0 UNIT. / y / ® SEWER CONNECTION. BLOCK ELECTRIC AT MANHOLE, CAP AT STREE PANEL / (3) /SCH. 40 / TOa,_�O�F ( (ELECTRIC//^� PONDUIT$� *�%o'4ae ALJ tic, GEORGE T. ABBOTT TRS _ N0378' E / 8"CAPPED / DB 10018 PG 90 _ - N1335' $/ �� / INV.=15.29 44, D _ - 40 E 179.67' _ e'c't °�� / _ i�%---- /V� c cc -.\//� .t-�G / `fid/ 4�� \y 0'06'40" 2 PROPOSED "1d0 / _ _ G \ BUILDING 6 IRRIGATION / -r M li \ APE TRIPLE WELL�2�-U N7571zOE N / _ M ' \ 7A BUILDING 7 N / / I MASONRY _ FF=24.5 sC"\ ® COLONIAL 047' / STEPS (TYP.) _ - - - T M ��I f \ 6A 6B TRIPLEX \ INv. 2oA _ - INv. zao FF=24.5 BUILDING 8 1 / T 90 / / FLA / 101.77 / ' T MTM 5B 5C \ 1 Nv. 2o.a - =�� wv�2oo \ 1J / / i FL/ / 7B � -I� 8A PE TRIPLEX v / a I FF=24.5 • X000 Q 1 I 5A BUILDING 5 o M,W 1 3 't- - -P4 rra-2o_o \ FOUN, NO2" / CK� M! 1 1 c / I COLONIAL \�p'c� a` 3 S \ INJ.zo.o $g 8C y GAL S /1 D I /,/ // TRIPLIX 9 FF=25.5 W. 26.0 \ G \ S - - - 3 - / f 4C / `r INJ.2o.5 BUILDING I N,,. 20.0 INV. 20.0 _ - - W / / 3C 4A CAPE IKInL FF=26.5 GREGORY M. CAULEY 36 iB ::::::: - - 3 - - _ �' •^ / o !1 , / NJ. 26A w DB 2940 PG 1 / ( r�'3ZIA -i BUILDING 3 o h/ sv.2a.a /� �' ' MFOID......_......• �� II W W t'oN. u - 3 3 S p m'I R I COLONIAL W. za �J. 33 ::. 7`.=e0 .�..:.,-.; ::::::?,-:::-:.�:::::::::::: I 1 - W� rSy / LEX NJ. '10.0 3 S ' rw...?is `.... .....:.wr:•!:Tji{: • • L ` - - \ O / TRIPLEX - _ I I / $ AT 0. :::::.^iQ?' : 1 F&G'S 21. • ^' M DROP INLET W, ry z .. s::: ii `i: ..:.......................................... / ..:: xiiii:idi?i:ciiii?.... .._. ... ilii:iii�il?i:i5ii::iPi?iiiiiF:: iii?iiiiii:..... :� i ? F ' \� _ MANHq.E 17.1 3 d / / / - FF -27.0 I � � ....,...:�:,..� - - _ - • - .........�� .-.--.fes:..: _�� -• W. zo. INv. aA '� �9,817 SF SAS AREA:i:::;:i':;::'> IRT/. 16.8 � / !- � / 1 _»;iiiat1::`::;J�"✓:....-�-,:....:....-.,.,-,...-....-.•-,.-�::':. INV.'S 16.6 �, I ?qy y • v • V �'� � \ _ - @LV.'S 16,$ ,4 / a< w / / I / j .....2 BdNO �'rC.. .IRE.�.{✓N��Fi::?.:r':::r: :: ...:�:...........::::�::: -: E � I � / f ( 7"' LIGHT POLE I ;::: :,........:. .......:... �c -/ / o F&G 20.1 1 COMMON • ...:� -� _MH4 - - - I I RES VE ARE CIRCUIT °i - - MH5 r i INV.'S 17.p slLr eARR1ER (TYP.) ■ TIC .:::: _.:-;:.::w;:^:; i...::: .; ... ».:. :. .: .................. _ - co 98 SF SEP......._:::::::::::::::.-::::::::::..�::::::::::::::.... [221 TYP. \ / 1 FL cl .................................................................... . ....... ....... - 5....t.... ... . • - q ilw4ii :iy:::�;::W::......;,r:?` "•-.'.: '. i:-:•.::^.^d`'T:....):::::.:�::: ::::::::: .-{ E E I ( I I ��/,.,i.,n �.,rHnaH INv. to / Cl11J CRFTF ti m • ............................_...-...._........_........................................:'r:.'�:::::.::::::: :�::::.:�:::::: 1-- T I i � ff 1 _ / \ _ / 1 / 1 ByW#tO M/. ZO / W. 20.50 10! I 11 I 10B 10A BUIAPE DUPLE -LA I !1 1 1 1 p^�j 1/ �B%p9 IBUILDING 9 COLONIAL • FF -24.5 \QUPLEX =24.0 / 1 %N 1 1h�e I r I 441i�f II' 61.51'G / ! X X S1175'70"W 129. -1 / I \ XS095140"W X X tv X X -�� X BVWJ7\} \j Ice / GA I I y \ \ 1 I ay Z c BVWy41 M.H.B.IBVWy3 FOUND 1 \ MAP 37 PARCEL 78 FOUND I x III LOCUS IS IN II \I I II V� I _ _ _-__..-._-___-. , RESOURCE AREA I BVW/211 / r1 TOWN OF YARMOUTH 2A \ I / 0 BY I 1 \ ROLT� 2 B DELINEATION ! CONSULTINGSA / I / I 1 JAMES HURLEY c / PROPOSED PICKET FENCE JOHN EMIL HACUNEN (EST OF) OB 2895 PG 172 g PROPOSED SEWER LINE C/O MRS CHARLES ANDERSON HARRIET E. LE I G PROPOSED GAS LINE DB 326 PG 392 JOSEPH C/O PIERRE JOSEPH Ise � I \ W 20.0)` EXISTING CONTOUR -[22]- DB 12808 PG 47 G BUILDING 1 GABLE ENTRY PRECAST LEACHING PIT I 1 o \.Zr= - WITH 4' STONE= 6'X14' II I CAPE DUPLEX m I I WITH 3'X3' LEACHING TRENCH F&G 21.9 CATCH BASIN & 12" HDPE PIPE FF=26.5 F&G = FRAME & GRATE RIM EL. � INV. = PIPE INVERT ELEVATION mINS 1B (2' BELOW TOP OF STRUCTURE) [22.41 PROPOSED SPOT GRADE rn itMv.H u.�d • / \ PROPOSED SEWER MANHOLE (+ INSPECTION PORT IN SAS) ff 1 _ / \ _ / 1 / 1 ByW#tO M/. ZO / W. 20.50 10! I 11 I 10B 10A BUIAPE DUPLE -LA I !1 1 1 1 p^�j 1/ �B%p9 IBUILDING 9 COLONIAL • FF -24.5 \QUPLEX =24.0 / 1 %N 1 1h�e I r I 441i�f II' 61.51'G / ! X X S1175'70"W 129. -1 / I \ XS095140"W X X tv X X -�� X BVWJ7\} \j Ice / GA I I y \ \ 1 I ay Z c BVWy41 M.H.B.IBVWy3 FOUND 1 \ 24j m / I I F&G 21. BENCHM YRO 20.0' I /� INV. 18.0 \ TBV plc / ATERM _----- / V EASE E T/ V • _ - - ._- - MAP 37 PARCEL 78 1 o z LOCUS IS IN II \I W. 20.0 II £ III V� I _ _ _-__..-._-___-. , RESOURCE AREA I BVW/211 / r1 0Q' / 0 BY I 1 ROLT� 2 B DELINEATION ! CONSULTINGSA 1A / I 1 , ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE g PROPOSED SEWER LINE E PROPOSED ELECTRIC LINE 24j m / I I F&G 21. BENCHM YRO 20.0' I /� INV. 18.0 \ TBV plc / ATERM _----- / V EASE E T/ V • _ - - ._- - DICE #03-244 PAVE Ba vfer A e 33' WIDE 1927 TDIM1I�L O. MAP 37 PARCEL 78 1 o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C BENCHMARK: TAc ON HYOR9M 714.80 RO me LOCUS qo oT _ - D� / 0Q' / 0 / ROLT� 2 B LEGEND: ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE g PROPOSED SEWER LINE E PROPOSED ELECTRIC LINE G PROPOSED GAS LINE W PROPOSED WATER LINE - - -22- - EXISTING CONTOUR -[22]- PROPOSED CONTOUR PRECAST LEACHING PIT I 1 o \.Zr= - WITH 4' STONE= 6'X14' WITH 3'X3' LEACHING TRENCH F&G 21.9 CATCH BASIN & 12" HDPE PIPE INV. 18.0 F&G = FRAME & GRATE RIM EL. � INV. = PIPE INVERT ELEVATION (2' BELOW TOP OF STRUCTURE) [22.41 PROPOSED SPOT GRADE PROPOSED MANHOLE COVER • +PROPOSED CLEANOUT PROPOSED SEWER MANHOLE (+ INSPECTION PORT IN SAS) 7' PROPOSED ANTIQUE SME LAMP POST PROPOSED SIGN S Z_ PROPOSED SERVICE LINE/CLEANOUT DICE #03-244 PAVE Ba vfer A e 33' WIDE 1927 TDIM1I�L O. SEPTIC CALCULATIONS: DESIGN FLOW -- NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. MAP 37 PARCEL 78 & 15 (OLD o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C RO me LOCUS qo oT 0Q' 0 ROLT� 2 B / / J � SEPTIC CALCULATIONS: DESIGN FLOW -- NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. MAP 37 PARCEL 78 & 15 (OLD o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C RO me LOCUS qo oT 0Q' 0 ROLT� 2 B I ' / / 1 - SEPTIC CALCULATIONS: DESIGN FLOW -- NOTE: NO GARBAGE GRINDERS ALLOWED. 30 UNITS (2 BEDROOMS/UNIT) (110 GPD/BEDROOM) = 6,600 GPD FUTURE EXPANSION (3 BEDROOMS) (110 GPD/UNIT) = 660 GPD TOTAL DESIGN FLOW = 7,260 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 7,260 GPD (1/.74) = 9,811 SF LEACHING AREA REQUIRED. LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD o z LOCUS IS IN 2 "o WEST SANDY PON ZONE C RO me LOCUS qo oT 0Q' 0 ROLT� 2 B LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) LOCUS IS IN F.E.M.A. ZONE C REFERENCES PLAN REFERENCE: PB 149 PG 121, 196/41, 451/39 DB 7970 PG 237 OWNER OF RECORD MARMARIS CORPORATION 13 STONEYBROOK ROAD, CHARLETON, MA 01507 DB 7970 PG 237 ADDRESS: #115 Rt. 28, W.YARMOUTH, MA & #29 BAXTER AVENUE, W.YARMOUTH, MA SEPTIC & UTILITIES SITE PLAN WINDRIFT VILLAGE #29 BAXTER AVE./#115 ROUTE 28 ! / 11 BUILDINGS: 6 TRIPLEX BUILDINGS (3 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 6 DUPLEX BUILDINGS (2 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 0-1 FUTURE EXPANSION: 6 BEDROOMS DATE TOTAL BEDROOMS 66 DANIEL A. OJALA P.L.S., P.E. PERMIT SET: NOT FOR CONSTRUCTION IN WEST YARMOUTH, MA PREPARED FOR ARDAN BUILDING SERVICES SCALE: 1 " = 30' DATE: JANUARY 7, 2007 REVISED: FEBRUARY 22, 2007 REVISED: MARCH 26, 2007 STEPS, LIGHTS, HPC REVISED: JUNE 19, 2007 UNIT NUMBERS SHEET 3 OF 7 30 0 30 60 90 Feet off 508-362-4541 fax 508 362-9880 down cope engineering, Inc. Cl1//L ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 03-244 HOUSING.DWG (DAO)