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Home My WebLink About83-1805 - Septic & Utilities Site Plan 21 / N \ - - �' - - \ 1 //INSTALL J 2CLE LINE FOR FUTU E FUTURE SEWER CONNECTION COMMON TA / A TIF REQUIRED. / NK SIZED FOR STUB. 8' SEWER LINE FOR FUTURE CIRCUIT / AST 9.0 UNIT. ATSMANHOLE C CAP STREEK PANEL ® ELECTRIC / / (3) SCH. 40 /ELECTRIC r o44or Z0,1 / \ PONDUITSy GEORGE T ABBOTT TTS "CAPPED N0328 / /off j / INV.=15.29 E 8 DB 10016 PG 90 - Q4• O J _�3U5'40 E 719.67 \c -19 PROPOSED Y 1 \ 4V Y✓ 46.26 _ _ T \ RRIGATIED i G \ BUILDING 6C N157120 E' N 5 / / M APE TRIPLE), WELL I 7A BUILDING 7 (/ M � I Gf_ 1 FF=24.5 gC � ® COLONIAL y - T tR - 6A -- TRIPLEX 7C -� /04 V 1 / fcBJ / I STEPS (TYP.) _ - - - T M M �� I \\ 6B Nu. xo.o I BUILDING 6 l I VVV _ FF=24.5 I 101.77' T M M r 5B 5C \\ 1 ■a. xoA rrv. xo.o - �� mv. xa.a 7g - .rr. zo_o - $-� AFF=24 SL y 9 000 j f c c INv. xo.o I i M 5A BUILDING 5 zoq Mit - 3 3 3 * - -24 W. 20.0 8B C.B. I c COLONIAL \.NP �� F .� S FOUN NO2' M N / tX I 1 / / I TRIPLEX NV. 20A \ s �- - _ _ _� f a 1 I / I // / / M - - _ �vWy1 / � �/ ! I FF=25.5 /\ E '00 3 INV. 20.0 Nv. l ^r o �I 11 ti BUILDING 4C I Ira. 20.0 W. 20.0 W W 1 _ - 3 3 • o !! c� / W I / 3B 3C 4A APE 713 FF 26.5 I - - - _ 1 - - - - - - ivl�i GREGORY M. CAULEY/� BUILDING 3 _ _ _I y 1/ B�nvl1 o PG 3A k Ira. 20.0 M PIFgD 3 m DB 294 IAL Ira• • - _ _ W � 0 T COLON ti ....::. �'�''.'�:•:-:::�:::,:.::::�' >:)>:' :�::�::;>: 1 � W�� W ora. is / 3 � . I 99 G - W o t- F�2. � / W. 3 ,:Ji:i:G:::.::.:: :, :. :7^^'... .......•'""..�'"'.'.'.ic:.: l • `} N M i� - � - DROP INLET W. n z ;7 \TRIPLEX / 5 s t0 0. .;..,:..22. F&GS 21. • _ r �� 17.1 3 L / I � .3pp3.;_:..'.i:�'is'i::.i'.:'s:wa-....:x... - /-- F r � MANHOLE I 1 FF=27.0 - --- /-INC. 16.6 !- - � �F � - W t � - - - NLV.'S 16 < J'::•::::::•::::::::::'::::::.-::::::::::::�:.�::::::.r�'::,%-'. ..... INV. S 16.6 �, I jo,@. a • • V • T'�-gb�- -� `w W � / Lo _ 5 �-'�.sire,rr:rr:;.�rrr::::'::i: ■ 3 3 \ 1 � � • _ - _ _ _ _ I � :..::::::.::::::::::::.�:::::::::::::::::::::::.. I .....,2 3Cr1/0-PB€.5w. ..E.FII 'iiia:. '.': r : :::::::...... ......:::.:::1: ... / .:::::::::::::.:c:' LIGHT POLE f \ \ i :':::::..........................:..............::'::::._:::::::::::::::::._::::::':::::.� :::.�: BARRIER TYP. •:::: ra:::':w::7:::: ':::. �...... i::..c :a.::::'S'''r.. ~~rii':ii'i ON COMMON ' - - ^ i / o ...............................::::'f ::i:: :::::'>:::. MH4 - / 1 NV. S 17.p SILT 6 ( ) G I J VE AR UIT I IRC ........ J, ES C.......":::::..,��:�:J:�.-�:::�:.:.._..�...�...�,.::._...�.�:,.-.:.,.,,'._........ 2 e e>< � - \ MHS / I ■ SEP11C R -:- ................................................. ................................................... E I FL G1 co SF :.......-.w:.:::_:....:: mm :: ...:.. ...:: :::::::: :. 2 c - S S(TVP•) ' I O zso 9,6 E E III ....:::��.....:.k, ........�� . � - SMH2 / � I � �:::::.�::::r..>::;�:�::��.:�:��..�:�.:_:�..:c��.^::.T;'._:'".""-:.'l:.--::....::�i.•-:;:_:::..:::�:::,,;� � I � � Ii � .2023 FF � III � l J1 � 8�#1 G • '10• / W. 20.30 11A 10B 10A 9B I 1 fi 11 BUILDING 10 BUILDING 9PE / 9A 7 1 I 1III I l 5 AFF=24.5 DUPLE I \IZUPLEXL =24.0 I I l •'�• 1 LIBGJ I\ ccs aJ I1 BVW#B I 51.51'X X S71'15'70"W 129. s' G -xS095140"W x x x X !_ x II IQ 1 I BVW#7\ i �- -�--22- 1\TGO \ �Bvw#4� M.H.B. I1 \ �avwg3 - I FOUND \ \ 1 \ t`l� // / 1 I HAMWYNTION BYREA RCE AI BVWg2`I INJ. 20.0 ° T CONSULTING TO/ f 1A oo I 1 \ - \ / / 1 / / BVW#1 / 241 _ - - m F&G 21. BENCOF YRB Top1 20.6 rv. Sir I / JV//.J-Ju rr .,.... ,... .. .. FOUND V ---- / m V • • 0 „�--/ III :CX m Q LOCUS qo oy I _ J I TOWN OF YARMOUTH I i 2A \\m ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE S PROPOSED SEWER UNE Ir I JAMES HURLEY C PROPOSED GAS LINE W PROPOSED WATER LINE JOHN EMIL HALUNEN (EST. OF) I DB 2895 PG 172 __[22]- PROPOSED CONTOUR PRECAST LEACHING PIT C/O MRS CHARLES ANDERSON HAR` E. LJOSEPHE L WITH 3'X3' LEACHING TRENCH -� F&G 21.9 DB 326 PG 392 C/0 PIERRE JOSEPH CIO PIT I __q z' �I \. INV. 20. J + OB 12808 PG 47 PROPOSED SPOT GRADE BUILDING 1 m • +PROPOSED CLEANOUT PROPOSED SEWER MANHOLE GABLE ENTRY CAPE DUPLEX (+ INSPECTION PORT IN SAS) ^ PROPOSED ANTIQUE STYLE LAMP POST I I FF -26.5 PROPOSED SERVICE UNE/CLEANOUT S / \� '4 I 1B / / / \ SMH1 � .2023 FF � III � l J1 � 8�#1 G • '10• / W. 20.30 11A 10B 10A 9B I 1 fi 11 BUILDING 10 BUILDING 9PE / 9A 7 1 I 1III I l 5 AFF=24.5 DUPLE I \IZUPLEXL =24.0 I I l •'�• 1 LIBGJ I\ ccs aJ I1 BVW#B I 51.51'X X S71'15'70"W 129. s' G -xS095140"W x x x X !_ x II IQ 1 I BVW#7\ i �- -�--22- 1\TGO \ �Bvw#4� M.H.B. I1 \ �avwg3 - I FOUND \ \ 1 \ t`l� // / 1 I HAMWYNTION BYREA RCE AI BVWg2`I INJ. 20.0 ° T CONSULTING TO/ f 1A oo I 1 \ - \ / / 1 / / BVW#1 / 241 _ - - m F&G 21. BENCOF YRB Top1 DCE #03-244 PAY f'Saxfer l •/33' WIDE 1927 TOWN L 0. 20.6 INV. 18.0 - \ I MV. 2022- MAP 30/27) O 2 Y V ---- / EASE E TI V • • 0 „�--/ - :CX m Q LOCUS qo oy _ J I _..... •n7 RF' __" E A genu - DCE #03-244 PAY f'Saxfer l •/33' WIDE 1927 TOWN L 0. MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y - --� - BOL ir( ONNOH � 24.BO fi-- - - - / m Q LOCUS qo oy I -- LEGEND: - - ------- PROPOSED PICKET FENCE - - - - - - - PROPOSED STOCKADE FENCE S PROPOSED SEWER UNE E PROPOSED ELECTRIC UNE C PROPOSED GAS LINE W PROPOSED WATER LINE - - -22- - EXISTING CONTOUR __[22]- PROPOSED CONTOUR PRECAST LEACHING PIT 1 / • = = WITH 4' STONE= 6'X14' WITH 3'X3' LEACHING TRENCH -� F&G 21.9 CATCH BASIN & 12" HDPE PIPE �•1INV. 18.0 F&G = FRAME & GRATE RIM EL. \\.JJ INV. = PIPE INVERT ELEVATION (2' BELOW TOP OF STRUCTURE) PROPOSED SPOT GRADE PROPOSED MANHOLE COVER • +PROPOSED CLEANOUT PROPOSED SEWER MANHOLE (+ INSPECTION PORT IN SAS) ^ PROPOSED ANTIQUE STYLE LAMP POST \ PROPOSED SIGN � PROPOSED SERVICE UNE/CLEANOUT S DCE #03-244 PAY f'Saxfer l •/33' WIDE 1927 TOWN L 0. 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. BUILDINGS: MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y - - - - - - - m Q LOCUS qo oy I -- - - - - - - - - - / I II1 / I \ 111 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. BUILDINGS: MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y - - - - - - - m Q LOCUS qo oy I -- - - - - - - - - - / I II1 / 111 , 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. BUILDINGS: 6 TRIPLEX BUILDINGS (3 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 6 DUPLEX BUILDINGS (2 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES FUTURE EXPANSION: 6 BEDROOMS TOTAL BEDROOMS 66 G o� DATE MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y F.E.M.A. ZONE C 0 WEST SANDY Un PON ';0 4 r �Q m Q LOCUS qo oy I / 1 / I II1 / 111 6 TRIPLEX BUILDINGS (3 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES 6 DUPLEX BUILDINGS (2 TWO-BEDROOM UNITS EACH) BUILDING SIZE: VARIES FUTURE EXPANSION: 6 BEDROOMS TOTAL BEDROOMS 66 G o� DATE LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) O 2 Y F.E.M.A. ZONE C 0 WEST SANDY Un PON ';0 4 r �Q m Q LOCUS qo oy 0Q' 0 W n ROG TF �8 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 PLAIN WINDRIFT VILLAGE #29 BAXTER AVE./#115 R®UTE 28 ""ONAs L��rj�►." � I DANIEL A. OJALAOJALA 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 en gin eerin g, in C. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 03-244 HOUSING.DWG (DAO)