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Home My WebLink About83-1863ZONING CLASSIFICATION ZONE R-25 (RESIDENTIAL) MINIMUM AREA 25,000 S.F. MINIMUM FRONTAGE. 150 FEET FRONT YARD SETBACK 30 FEET SIDE YARD SETBACK 15 FEET REAR YARD SETBACK 20 FEET MAXIMUM BUILDING HEIGHT 35 FEET MAXIMUM BUILDING COVERAGE 25% PROPOSED FPONT YARD SETBACK 33 FEET - SIDE YARD SETBACK 15.5 FEET± REAR YARD SETBACK 15.5 FEET± PROPOSED BUILDING COVERAGE PROPOSED DWELLING I ,OG2 5F± PROPOSED DECK IGI 5F± PROPOSED PORCH 204 5F± EXISTING SHED 132 SF±. TOTAL 1,559 SF± Budding Area 1,559 5F Lot Area X 100= -6-,3 1 6 SF X 100= 18.7% EXISTING BUILDING COVERAGE EXISTING DWELLING 1,2G9 5F± EXISTING DECK I G8 SF± EXISTING SHED 132 5F± TOTAL 1,5G9 SF± Budding Area 1,5G9 5F Lot Area X 00= 8.3 1 G SFX 100= 18.9 100 YEAR FLOOD ZONE EL= 12.0 1.1 Approximate Location of Ce55pcol O and Flow Diffu5em per 5epdc In5pedion Report on File with the Yarmouth Board of Health 1 E15XTING SYSTEM TO BE REMOVED c u `a� m 10 m / SS, 1 � 3m x 11.0 �v x11. .0 Ciomn �c K/ 3 Pyr 0 Existing Shed and Outside Shower to Remain rfL'1000E0Y) EA ZONE EL= 12.0 FLAN SCALE I "=20' THIS AREA IS SERVED BY TOWN WATER. 5Y5TEM DESIGN CALCULATIONS: SEWAGE DESIGN FLOW: 3 BEDROOM DWELLING @ 1 10 GPD = 330 GPD LEACHING CAPACITY REQUIRED: 3 BEDFOOM5 (MAX.) @ I 10 GPD = 330GPD REQUIRED SEPTIC. TANK CAPACITY REQUIRED:: DAILY FLOW = 440 GPD @ 200% = 880 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: 1 500 GALLON SEPTIC TANK (MIN. ALLOWED) LEACHING CAPACITY PROVIDED: TWO (2) 40'x 2`x 2- LEACHING TRENCH5 CAN LEACH: Vt= 2[(40.0 X 2.0) + (40.0 X 2.0)2. + (2.0 X 2.0)2) X.0.74 GPD/SF- 347.0 GPD 3G7 GPD>330 GPD REQUIRED NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. INSTALL: ONE (I) 1500 GALLON SEPTIC TANK ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) TWO (2) - 40.0'x 2.0'x 2.0' STONE LEACH TRENCHES. .PROPOSED SEWAGE DISPOSAL SYSTEM: FINAL DESIGN TO BE CONFIRMED BY SOIL TESTING PROPOSED WATER SERVICE n� a e -� 6 122 T/� / 12.4 "7Q. X� Ic 9 �696,X 13.0 waY 6 2.0 13.1 "ell LOT 2 1 \� a `•.x 13. . CB FO D Area= 8,3 I G SF± ' ed9e G Wide w;. x 12. _ 13.6 O lor O�1 x 12.41.. 3.3 u' 12.9 O 13.8 G' qP00 bC 'b 10.13 A y l.t vO !0 x N co \ 13.9 v ft CQJ4. ! 4 O/ e � a 175-20 u CB FOUND 13.6 !4 QO p p ' s,x 122 Guy Wir �O s 4 �o�o ` BENCHMARK: x4� Top of Concrete Bound 15,0 2' EL= 13.7± (MSL 1929 NGVD c atum) V...... -..LL ch � r_vi.w Hedge Row Garde 4' Diam. 11.3 15 6 er BA NOT TO SCALE ca N PROPOSED SEWAGE DISPOSAL - I1 A PLAN BOOK 15 PAGE 13 o DEED BOOK 18725 PAGE 290 1\4)' x 13.. CONFIRMED BY SOIL TESTI ASSESSORS' MAP 22 PARCEL 29 a X 6 0 LEGEND LAND SUBJECT TO COASTAL Co- EXISTING CONTOUR X 11.6 32 PROPOSED CONTOUR 2 x1234 EXISTING SPOT GRADE ` 13.2 FOOT CONTOUR (SW OF CONTOUR) 24x5 PROPOSED SPOT GRADE X SEi)� Guy Wim .7..-" -W- WATER SERVICE LINE r M.A,ri 4 44 -D- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE s x 1 .2 -G- GAS SERVICE LINE JOHN M. O'PEILLY ^-Ii 0 TEST HOLE / BORING LOCATION 5T SEPTIC TANK x 12.6 0 �� DB DISTRIBUTION BOX v CIVIL a~i 5A5 SOIL AB50RPTION SYSTEM Reserve RESERVED FOR FUTURE X/13112 G qh UTILITY POLE ® CATCH BA51N FIRE HYDRANT MAPLE TREE TREE ■ CONCRETE BOUND, FOUND 2 - 1 TOP OF BANK +-•-�-- LIMIT OF WORK Bryan Residence FENCE EDGE OF CLEARING Professional Engineering & Land Surveying Services 1573 Main Street - Route BA 0 20 40 G0 P.O. Bos 1773 (508)896-6601 Office Brewster, MA 02631 .(508)898-6602 Fax DATE: SCALE: BY: CHECK: I JOB NUMBER: SCALE I "=20' GAAAJob5\Reef\G240 Bryan Reside ceWwg\G 240. propo5e5ite.dwg 08119109 A5 Noted MTF/f JMO JMO-6240 -t x 2.1 Garde 4' Diam. 11.3 er d Mailbox Qs, ca 013.4 PROPOSED SEWAGE DISPOSAL 2 sh I I I1 A 11 of SYSTEM: FINAL DE51GN T BE I x 11.6 1\4)' x 13.. CONFIRMED BY SOIL TESTI NG a X 6 0 12 LAND SUBJECT TO COASTAL X 11.6 x 13. dam 123 STORM FLOWAGE SEAWARD OF 2 ` u. ` 13.2 FOOT CONTOUR (SW OF CONTOUR) X SEi)� Guy Wim .7..-" r M.A,ri 4 44 s x 1 .2 JOHN M. O'PEILLY ^-Ii Utility Pot GA a� x 12.6 0 �� v CIVIL a~i 13.2 t�0 NO. 30200 Q Q X/13112 G 2 Bryan Residence c/o Jim Hagerty, Reef Realty, P.O. Box 18G, West Denn15, MA 02670 PROP05ED CONDITIONS SITE PLAN I Hedge Row, West Yarmouth, MA try e-'iZ � T 11d f% Tl--- --- f1_ A.-.---..-.--- T --- Professional Engineering & Land Surveying Services 1573 Main Street - Route BA 0 20 40 G0 P.O. Bos 1773 (508)896-6601 Office Brewster, MA 02631 .(508)898-6602 Fax DATE: SCALE: BY: CHECK: I JOB NUMBER: SCALE I "=20' GAAAJob5\Reef\G240 Bryan Reside ceWwg\G 240. propo5e5ite.dwg 08119109 A5 Noted MTF/f JMO JMO-6240 Yarmouth, ZONING CLASSIFICATION SYSTEM DESIGN CALCULATIONS: MA ZONE R-25 (RESIDENTIAL) SEWAGE DESIGN FLOW: MINIMUM AREA 25,000 S.F. 3. BEDROOM. DWELLING @. I 10 GPD = 330 GPD to 26 MINIMUM FRONTAGE 150 FEET LEACHING CAPACITY REQUIRED: FRONT YARD SETBACK 30 FEET 3 BEDROOMS (MAX.) @ I 10 GPD = 330 GPD'REQUIRE D O c SEPTIC. TANK CAPACITY REQUIRED: D° SIDE YARD SETBACK 15 FEET DAILY FLOW = 440 GPD @ 200% = 550 GAL. REQUIRED F�\� REAR YARD SETBACK 20 FEET SEPTIC TANK CAPACITY PROVIDED: a MAXIMUM BUILDING HEIGHT 35 FEET 1500 GALLON SEPTIC TANK (MIN. ALLOWED) MAXIMUM BUILDING COVERAGE 25% LEACHING CAPACITY PROVIDED: TWO (2) 40 x 2'x 2' LEACHING TRENCHS CAN LEACH: Vt= 2[(40.0 X 2.0) + (40.0 X 2.0)2 + (2.0 X 2.0)2] X 0.74 GPD/5P= 3G7.0 GPD PROPOSED 3G7 GPD>330 GPD REQUIRED NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THI5 DESIGN. 11 FRONT YARD SETBACK 33 FEET± INSTALL st SIDE YARD SETBACK 15.5 FEET± - ONE (1) - 1 500 GALLON SEPTIC TANK i REAR YARD SETBACK 15.5 FEET- ONE (1) - 3 OUTLET D15TR18UTION BOX (H-20 Rated) in LOCUS TWO. (2) - 40.0'x 2.0'x 2.0' STONE LEACH TRENCHES PROPOSED BUILDING COVERAGE LEWIS Hedge Row PROPOSED SEWAGE DISPOSAL BAY NOT TO SCALE SYSTEM: FINAL DESIGN TO BE _ PROPOSED DWELLING I ,OG2 5F± CONFIRMED BY SOIL TESTING Ln PROPOSED DECK I G I 5F± PLAN. BOOK 15 PAGE 13 PROPOSED PORCH 204 SF± o DEED BOOK 18725 PAGE 290 EXISTING SHED 132 SF±. ro ASSESSORS' MAP 22 PARCEL 29 TOTAL 1,559 SF± PROPOSED WATER SERVICE � Building Area 1,559 SF 8.LEGEND X I00= X I00= 17%' Lot Area 8,3 1 G 5F 100 YEAR t��Po -�4�0- EXISTING CONTOUR FLOOD ZONE jO % 32 PROPOSED CONTOUR EXISTING BUILDING COVERAGE `e r FL= 12.0 ,., I �'Po 7L v!i X; 2,34 EXISTING SPOT GRADE 122 EXISTING DECK l G8 5F± 12:4 7 % EXISTING DWELLING F± 24x5 PROPOSED SPOT GRADE 2G9 S 3 d� �� - /iw- WATER SERVICE LINEdy -0- OVERHEAD UTILITY SERVICE lea EXISTING SHED 1 32 5F± 3a/ > O -u UNDERGROUND UTILITY SERVICE TOTAL I ,5G9 5F+ x� is s6 -� GAS 5FRVICE LINE Budding Area 1 ,5G9 5F yam / / -_ 9S x 131 9�J TEST HOLE / BORING LOCATION X 100= X 100= 15.9 % r Lot Area 8,3 16 SF x 2 . y 13.0 5T SEPTIC TANK 1e hway ° 13.1 DB DISTRIBUTION BOX y 2w'0 5rel LOT 2 1 5A5 SOIL ABSORPTION SYSTEM (° X1 1 .4 x 13. Area= 8,3 I G 5F± Reserve RESERVED FOR FUTURE Approximate Location of Cesspool J edge.° Wide `. x 12 CB FO D `-Q.a UTILITY POLE and Flow Diffusers per Septic Q _"�. ® CATCH BASIN In5pection Report on File wth the Yp 13.6 Yarmouth Board of Health 1 4x 000 x i2.4 O FIRE HYDRANT E15XTING SYSTEM TO BE REMOVED .Gar �c 000 „�'T �0c; 13.E MAPLE TREE 00 3.3 TREE m`at0 x ui 2Q?Ao Ytx 12s N13.9 ■ CONCRETE BOUND, FOUND C4�14. 4 - 1 TOP OF BANK J�oo/ -Ut-1I1 ep175-20 +--.--.-- LIMIT OF WORK CB FOUND . 3.6'4 FENCE VY �3�A�ie�QOeO �u r } EDGE OF CLEARING 1 11a x 11.0 3v 'K ow BENCHMARK:. 11.1 Jy - x 2 ` - Top of Concrete Bound - l 15x0 2' EL= 13.7± (MSL 1929 NGVD d tum) �mr x 2.1 m x 11. .0 Garde 4' Dram. Mailbox .2 �S• ®13.4 OF ox/ 3 e •'* ej 1 PROPOSED SEWAGE DISPO AL �agf�ssq� �^ 2ishl;l a SYSTEM: FINAL DESIGN TO BE yG Oc ey x 11.6 h' x 13. wF. JOHN M, c4+ CONFIRMED BY SOIL TESTI G m Existing Shed � /2 8SO 1 .8 x 6 ^ Q'° � O'FEILLY y and Outside Shower to Remain O• 0' U CIVIL 100 YEAR LAND SUBJECT TO COASTAL NO. 35200 FLOOD ZONE x t1.612 x 13. a STORM FLOWAGE SEAWARD OF 1 Q` i EL= 12.0 `. 11. 12.3 13.2 FOOT CONTOUR (SW OF X• CONTOUR) ► C NALf X x+3. Guy Wii,e T2s1 JOHN M. Utility Pot I GA- I X1 2 0��\�� O'FlEILLY. x 12.6 C) CIVIL PLAN lz-� O NO. 30M) 13.2 /, ` �� tVQ' SCALE I "=20' 13.2 �/ THIS AREA 15 SERVED �0��n BY TOWN WATER. 2 Bryan Residence c/o Jim Hagerty, Reef Realty, P.O. Box 15G, West Dennis, MA 02°70 PROPOSED CONDITIONS SITE PLAN I Hedge Row, West Yarmouth, MA J.M. O'REILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services 1573 Main Street - Route BA O 20 40 GOP.O. Bos 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax 'DATE: SCALE: SCALE I' 20' BY: CHECK: JOB NUMBER: G:V\AJob5\Reef\G240 Bryan P.esiden e\dwg\G240.proposesite.cwg 08/19/09 As Noted MTF/f JMO JMO-6240 Yarmouth, GENERAL NOTES: SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS: to 25 MA TEST HOLE 1: EL= 12 1 + SEWAGE DESIGN FLOW: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM _ UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RE5PON5113LE FOR THE SYSTEM A5 DESIGNED UN LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING... C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIfYNG THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIORTO COMMENCEMENT OF WORK. DEPTH FROM SURFACE (INCNE5) SOIL HORIZON 501E TEXTURE (USDA) SOIL COLOR (MUN5ELU SOIL MOTTLING OTHER 0-8 A Loamy Fine Sand I OYR 511 NONE B 8-25 B Loamy Fine Sand I OYR 5/G NONE Fine Sand 25-78 - C1 Fine Sand I OYR 7/G NONE I OYR 7/3 78-122 C2 ver'/ Fine Sand IOYR7/3 NONE H2O P 1 13" WET T CONCRETE WATER TIGHT R15ER5 OVER INLET AND OUTLET TEES TO WITHIN G" OF 12.10 H2O i I G" STANDING 3 BEDROOM DWELLING @ I 10 GPD = 330 GP LEACHING CAPACITY REQUIRED:. - Qc 3 BEDROOMS (MAX.) @ I I O GPD = 330 GPD REQUIRED o a° SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW = 330 GPD @ 200% = GGO GAL EQUIRED SEPTIC TANK CAPACITY PROVIDED: 1 500 GALLON SEPTIC TANK (MIN. ALLOWED) m CO N STRU CT 1 O N NOTES : - LEACHING CAPACITY PROVIDED: - -. - OLE 2� EL- 12 7+ TWO (2) 40'x 2'x 2' LEACHING TRENCHS CAN ACH: 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE. REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. - 2.) SEPTIC TANr.(SL GREASE TRAP(S), DOSING CHAMBERS) AND DISTRIBUTION - 130X(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HA5 BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE TEST H DEPTH FROM SURFACE (INCHE5) - SOIL HORIZON SOIL TEXTURE (U5DA) - SOIL COLOR (MUN5ELU SOIL OTHER MOTTLING 0-10 A Loamy Fine Sand I OYR 5/1 NONE 10-19 B Loamy fine Sand I OYR 5/5 NONE 19-G7 CI Fine Sand I OYR 7/G NONE G7-1 20 C2 Very Fine Sand I OYR 7/3 NONE 3/4"- 1/211 STONE 5.) RAI5E COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL A13SORPTIO14 SYSTEM. m 3' Pere 90" Vt= 2[(40.0 X 2.0) + (40.0 X 2.0)2 + (2.0 X .0)21X 0.74 GPD/SF= 367.0 GPD - 3G7 GPD>330 GPD REQUIRED NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. \ "' INSTALL: ONE (1) - 1 500 GALLON SEPTIC TANK (H-20 Ra ed)LOCUS ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 ted) TWO (2) - 40.0'x 2.0'x 2.0' STONE LEACH TRENCHES - Hedge Row m BAYrS NOT TO SCALE FINISH GRADE, OR AS APPROVED BY THE. LOCAL BOARD OF HEALTH AGENT. G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OF EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. 7.) DISTRIBUTION LINES FOP. 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. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TE5T DISTRIBUTION BOX TO ASSURE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4" TO 1 -1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS. TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER AND. SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 1 4.) FROM THE DATE OF INSTALLATION OF THE SOIL AB5OR ,;ON C'':`E•.i UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L ABSORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR,ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 1 5.)THE BOARD OF HEALTH SHALL REOUIRE INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- QUIRES A VARANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRTING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE UR5 ADVANCE NOTICE 15 REQUESTED ZONING CLA551FICATION ZONE - R-25 (RESIDENTIAL) MINIMUM AREA 25,000 S.F. MINIMUM FRONTAGE 150 FEET FRONT YARD SETBACK 30 FEET SIDE YARD SETBACK 15 FEET REAR YARD SETBACK 20 FEET MAXIMUM BUILDING HEIGHT 35 FEET MAXIMUM BUILDING COVERAGE 25% FKOPOSED FRONT YARD SETBACK 33 FEET --t SIDE YARD SETBACK 15.5 FEET --t REAR YARD SETBACK 1 5.5 FEET± PROPOSED BUILDING COVERAGE PROPOSED DWELLING I ,OG2 5F± PROPOSED DECK ;GI SF± PROPOSED PORCH 204 SF± EXISTING SHED 132 5F± TOTAL 1,559 5F± Building Area 1,559 5F X 100= X 100= 18.7% Lot Area B,31 G SF EXISTING BUILDING COVERAGE I i EXISTING DWELLING1,2G9 5f± EXISTING DECK I G8 SF± EXISTING SHED 132 5F± TOTAL 1,5G9 SF± Buildmg Area X-100= I ,5G9 SF X 100= 18.9 Lot Area 8,31 6 SF LEGEND - -1193 EXISTING CONTOUR arta 32 PROPOSED CONTOUR 100 YEAR eofA % x12.34 EXISTING SPOT GRADE FLOOD ZONE aoP r 24x5 PROPOSED SPOT GRADE ""a �'e PROPOSED H-20 1 500 GALLON EL= 12.0 /2 �'�� s - W- WATER SERVICE LINE SEPTIC TANK a" 12.2 (��J -o- OVERHEAD UTILITY SERVICE 12.4 dy �O -U- UNDERGROUND UTILITY SERVICE -G- GAS SERVICE LINE 0 yam0. GL TEST HOLE / BORING LOCATION r i2 s. 131 iq�J 5T SEPTIC TANK 13.0 DB DISTRIBUTION BOX I 5A5 SOIL ABSORPTION SYSTEM t ` ` x' I , , � J •' �, I r wa1. 13.1 LOT 2 1 Reserve RESERVED FOR FUTURE x 13. Area= 8,31IS 51F ca, UTILITY POLE ® CATCH BASIN Approximate Location of CesspoolO' - III I x 12. CB FIND BENCHMARK. FIRE HYDRANT and Flo¢i Diffu5er5 to be Removed 6 Top of Concrete Bound (See Note # 1 9) 1 I EL= 13.7± (M51.1929 NGVD datum) ° MAPLE TREE 14x x 12.4 O 13.6 - TREE u� 1 0? �0 3,3 3 e CONCRETE BOUND, FOUND t, �C=•', �:. o N 1 flFv ie -r�o OFB^.NK .-�- ' 133 i i vi %Sie.' Z' sin ` O v #I7�a. 4 �-•-•- LIMIT OF WORK xx ( SO O B F�� a1 FENCE J� ��y 14 EDGE OF CLEARING PROPOSED DRYWELLS FOR ROOF \O+y /� �, OQOO��:x P0�� 2 +, Guy Wv/ RUN-OFF ([YP) MINIMUM OF 25'"9I!, U Q O Q v 3 FROM DRYWELL TO S.A.S. It 0 _p�,' �` O �' Q_ a f! PROPOSED 40 MIL HDPE LINER @ - PERMIT AND APPROVED PLANS. 48 HO PROPOSED GRA55 SWALE 11 , _ 4 A Ir 2.6 - (SEE NOTE #21) 45' x 5' 4 15x0 �` EL= 12.5± DOWN TO EL= 0.5± I G.) DRYWELLS/ROOF RUN-OFF: TWO DRYWELL5 4' WIDE BY 2 DEEP TO BE 30'x 5' Ste, CONSTRUCTED OF) 112" STONE TOPPED WITH 2 OF 318' STONE. PROPOSED PLASTIC ®/ 3 , I 2 r e 4' D1am.. PROPOSED RESERVE AREA (TYPJ �m1. OSS h ?8. I 3 x Il. 17.) SEPTIC TANK TO BE H-20 RATED AND/OR OWNERBUILDERTO CONFIRM NO LAWN GRATE EL= I .O± w h , ' O / PROPOSED CHE:5 x 20' x 2.0 wT c p O 313.4 / DRIVEWAY WITHIN I O' OF PROPOSED TANK. 13.4 3" LEACH TRENCHE'S 8J SOIL REMOVAL: ALL T PSOIL (A) 4 SUBSOIL(B) SHALL BE REMOVED DOWN TO 0O° mX e e x 2 ) �.�_ x 11.3 LAND SUBJECT 1f0 COASTAL STORM THE CLEAN SAND LAYER 5 FEET LATERALLY, AND REPLACED WITH CLEAN SAND 2 Sh I ! 1 14 g FLOWAGE SEAWARD OF 12 FOOT CONTOUR FILL COMPACTED. ��px x ;i.6 x 13 / (SW OF CONTOUR) 9.) EXISTING SEPTIC CO PONENTS TO BE PUMPED DRY AND REMOVED INCLUDING - Oc 12 I 6 .6 ALL CONTAMINATED SOIL. / PROPOSED PLASTIC LAWN GRATE n Existing She _.�.� \ ��.,, _ + �p/`M 20.) RESERVE AREA: INTHE EVENT THAT THE RE5ERVE AREAS MUST BE USED, and Outside Shower ($O i x+rte 1t.6f, EL- I I .5_ ,fes O- �� R� � N _ ;,1� r y PROPOSED WATER LINE AN DRYWELL ON THE SOUTHEAST SIDE OF PROPERTY - to Remain O, `i+o x 13. PROPOSED GRASS SWALE ;,r �'� s'Ztg_� r -,�'.• ARE TO BE MOVED TO CONFORM TO BOARD OF HEALTH REGULATIONS. 11 .# 2 100 YEAR % (SEE NOTE #21 j 30' x 25' JOIN JCHN M it 21 .) GRASS 5WALE5 TOB CONSTRUCTED 50 THAT TOP t SUD501L ARE REMOVED, INSPECTION NOTE: FLOOD ZONE x 12' it 'v o O'R .'�L -� J �y O'REILLY ` p: THE SWALE IS TO BE SNAP D AND LINED WITH FINE TO MEDIUM COARSE SAND. TOP IS EL 12.0 t PROPOSED WATER SERVICE c� CIVIL rx+ TO BE FINISHED WITH 4" LOAMY SAND TOP 501L AND SEEDED FOR SURFACE RUN-OFF. PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM �°'0 1 0 3 I O' MIN. TO 5.P..5. TRENCH TjP 3 .0. 34-200 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 5 N �Oo FLOW PRO I LE: Utility Pot I x 121.6 x � V � � `q RS/Jv�y°� NOT TO SCALEVENT BY SWEET AIR 4. v. 24" DIAMETER CONCRETE COVERS - RAISED TO WITHIN G".OF FINISH TWO (2) 4" FVC INSPECTION PORTS 2 �/ TOP OF FOUNDATION GRADE (OR AS NOTED) WITH CAPS BUILT TO WITHIN 3" OF GRADE ELEVATIONS ARE CRITICAL EL= 16.0± - (SEE NOTE #5) - 36 MIN ((� PLAN R'w15ed O 1/20110: Added grass 5wale5. Pro o5ed EL= 15.0± min. Proposed EL= 1 4. 1 ± Pro o5ed EL= 13.8± \ �U SCALE I " _20' R'zvi5ed 09/ 1 1109: Added 5011 test info, fmahzed site Ian t 5ewa a disposal system de51 n. jp '- 2.5' -I IG' Pro o5ed QT IS AREA IS SERVED Bryan Residence 14.2± I ' P 4^ PVC VENT BY TOWN WATER. (9" Mtn - 3G" Max) cio Jim Hagerty, Reef Realty, P.O. Box 186, West Dennis, MA 02670 12.50. 1 ` 2" LAYER OF 1/8"- 112" STONE PROPOSED CONDITIONS SITE PLAN -----iii - AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- Ln \ TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 09/02/09 - Ln . 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" PERCOLATION RATE: LE55 THAN 2 MIWINCH IN "C" LAYERS. - WITNESSED BY: MATTHEW FARRELL, EIT, J.M. OREILLY I, ASSOCIATES, INC. PLAN BOOK 15 PAGE 13 13.00 ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL. BE INSTALLED ON THE AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT o DEED BOOK 18725 PAGE 290 12.75 - CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. NO WATER ENCOUNTERED tp � ASSESSORS' MAP 22 PARCEL 29 3/4"- 1/211 STONE 5.) RAI5E COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL A13SORPTIO14 SYSTEM. m 3' T T CONCRETE WATER TIGHT R15ER5 OVER INLET AND OUTLET TEES TO WITHIN G" OF 12.10 2. / FINISH GRADE, OR AS APPROVED BY THE. LOCAL BOARD OF HEALTH AGENT. G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OF EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. 7.) DISTRIBUTION LINES FOP. 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. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TE5T DISTRIBUTION BOX TO ASSURE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4" TO 1 -1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS. TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER AND. SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 1 4.) FROM THE DATE OF INSTALLATION OF THE SOIL AB5OR ,;ON C'':`E•.i UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L ABSORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR,ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 1 5.)THE BOARD OF HEALTH SHALL REOUIRE INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- QUIRES A VARANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRTING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE UR5 ADVANCE NOTICE 15 REQUESTED ZONING CLA551FICATION ZONE - R-25 (RESIDENTIAL) MINIMUM AREA 25,000 S.F. MINIMUM FRONTAGE 150 FEET FRONT YARD SETBACK 30 FEET SIDE YARD SETBACK 15 FEET REAR YARD SETBACK 20 FEET MAXIMUM BUILDING HEIGHT 35 FEET MAXIMUM BUILDING COVERAGE 25% FKOPOSED FRONT YARD SETBACK 33 FEET --t SIDE YARD SETBACK 15.5 FEET --t REAR YARD SETBACK 1 5.5 FEET± PROPOSED BUILDING COVERAGE PROPOSED DWELLING I ,OG2 5F± PROPOSED DECK ;GI SF± PROPOSED PORCH 204 SF± EXISTING SHED 132 5F± TOTAL 1,559 5F± Building Area 1,559 5F X 100= X 100= 18.7% Lot Area B,31 G SF EXISTING BUILDING COVERAGE I i EXISTING DWELLING1,2G9 5f± EXISTING DECK I G8 SF± EXISTING SHED 132 5F± TOTAL 1,5G9 SF± Buildmg Area X-100= I ,5G9 SF X 100= 18.9 Lot Area 8,31 6 SF LEGEND - -1193 EXISTING CONTOUR arta 32 PROPOSED CONTOUR 100 YEAR eofA % x12.34 EXISTING SPOT GRADE FLOOD ZONE aoP r 24x5 PROPOSED SPOT GRADE ""a �'e PROPOSED H-20 1 500 GALLON EL= 12.0 /2 �'�� s - W- WATER SERVICE LINE SEPTIC TANK a" 12.2 (��J -o- OVERHEAD UTILITY SERVICE 12.4 dy �O -U- UNDERGROUND UTILITY SERVICE -G- GAS SERVICE LINE 0 yam0. GL TEST HOLE / BORING LOCATION r i2 s. 131 iq�J 5T SEPTIC TANK 13.0 DB DISTRIBUTION BOX I 5A5 SOIL ABSORPTION SYSTEM t ` ` x' I , , � J •' �, I r wa1. 13.1 LOT 2 1 Reserve RESERVED FOR FUTURE x 13. Area= 8,31IS 51F ca, UTILITY POLE ® CATCH BASIN Approximate Location of CesspoolO' - III I x 12. CB FIND BENCHMARK. FIRE HYDRANT and Flo¢i Diffu5er5 to be Removed 6 Top of Concrete Bound (See Note # 1 9) 1 I EL= 13.7± (M51.1929 NGVD datum) ° MAPLE TREE 14x x 12.4 O 13.6 - TREE u� 1 0? �0 3,3 3 e CONCRETE BOUND, FOUND t, �C=•', �:. o N 1 flFv ie -r�o OFB^.NK .-�- ' 133 i i vi %Sie.' Z' sin ` O v #I7�a. 4 �-•-•- LIMIT OF WORK xx ( SO O B F�� a1 FENCE J� ��y 14 EDGE OF CLEARING PROPOSED DRYWELLS FOR ROOF \O+y /� �, OQOO��:x P0�� 2 +, Guy Wv/ RUN-OFF ([YP) MINIMUM OF 25'"9I!, U Q O Q v 3 FROM DRYWELL TO S.A.S. It 0 _p�,' �` O �' Q_ a f! PROPOSED 40 MIL HDPE LINER @ - PERMIT AND APPROVED PLANS. 48 HO PROPOSED GRA55 SWALE 11 , _ 4 A Ir 2.6 - (SEE NOTE #21) 45' x 5' 4 15x0 �` EL= 12.5± DOWN TO EL= 0.5± I G.) DRYWELLS/ROOF RUN-OFF: TWO DRYWELL5 4' WIDE BY 2 DEEP TO BE 30'x 5' Ste, CONSTRUCTED OF) 112" STONE TOPPED WITH 2 OF 318' STONE. PROPOSED PLASTIC ®/ 3 , I 2 r e 4' D1am.. PROPOSED RESERVE AREA (TYPJ �m1. OSS h ?8. I 3 x Il. 17.) SEPTIC TANK TO BE H-20 RATED AND/OR OWNERBUILDERTO CONFIRM NO LAWN GRATE EL= I .O± w h , ' O / PROPOSED CHE:5 x 20' x 2.0 wT c p O 313.4 / DRIVEWAY WITHIN I O' OF PROPOSED TANK. 13.4 3" LEACH TRENCHE'S 8J SOIL REMOVAL: ALL T PSOIL (A) 4 SUBSOIL(B) SHALL BE REMOVED DOWN TO 0O° mX e e x 2 ) �.�_ x 11.3 LAND SUBJECT 1f0 COASTAL STORM THE CLEAN SAND LAYER 5 FEET LATERALLY, AND REPLACED WITH CLEAN SAND 2 Sh I ! 1 14 g FLOWAGE SEAWARD OF 12 FOOT CONTOUR FILL COMPACTED. ��px x ;i.6 x 13 / (SW OF CONTOUR) 9.) EXISTING SEPTIC CO PONENTS TO BE PUMPED DRY AND REMOVED INCLUDING - Oc 12 I 6 .6 ALL CONTAMINATED SOIL. / PROPOSED PLASTIC LAWN GRATE n Existing She _.�.� \ ��.,, _ + �p/`M 20.) RESERVE AREA: INTHE EVENT THAT THE RE5ERVE AREAS MUST BE USED, and Outside Shower ($O i x+rte 1t.6f, EL- I I .5_ ,fes O- �� R� � N _ ;,1� r y PROPOSED WATER LINE AN DRYWELL ON THE SOUTHEAST SIDE OF PROPERTY - to Remain O, `i+o x 13. PROPOSED GRASS SWALE ;,r �'� s'Ztg_� r -,�'.• ARE TO BE MOVED TO CONFORM TO BOARD OF HEALTH REGULATIONS. 11 .# 2 100 YEAR % (SEE NOTE #21 j 30' x 25' JOIN JCHN M it 21 .) GRASS 5WALE5 TOB CONSTRUCTED 50 THAT TOP t SUD501L ARE REMOVED, INSPECTION NOTE: FLOOD ZONE x 12' it 'v o O'R .'�L -� J �y O'REILLY ` p: THE SWALE IS TO BE SNAP D AND LINED WITH FINE TO MEDIUM COARSE SAND. TOP IS EL 12.0 t PROPOSED WATER SERVICE c� CIVIL rx+ TO BE FINISHED WITH 4" LOAMY SAND TOP 501L AND SEEDED FOR SURFACE RUN-OFF. PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM �°'0 1 0 3 I O' MIN. TO 5.P..5. TRENCH TjP 3 .0. 34-200 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 5 N �Oo FLOW PRO I LE: Utility Pot I x 121.6 x � V � � `q RS/Jv�y°� NOT TO SCALEVENT BY SWEET AIR 4. v. 24" DIAMETER CONCRETE COVERS - RAISED TO WITHIN G".OF FINISH TWO (2) 4" FVC INSPECTION PORTS 2 �/ TOP OF FOUNDATION GRADE (OR AS NOTED) WITH CAPS BUILT TO WITHIN 3" OF GRADE ELEVATIONS ARE CRITICAL EL= 16.0± - (SEE NOTE #5) - 36 MIN ((� PLAN R'w15ed O 1/20110: Added grass 5wale5. Pro o5ed EL= 15.0± min. Proposed EL= 1 4. 1 ± Pro o5ed EL= 13.8± \ �U SCALE I " _20' R'zvi5ed 09/ 1 1109: Added 5011 test info, fmahzed site Ian t 5ewa a disposal system de51 n. jp '- 2.5' -I IG' Pro o5ed QT IS AREA IS SERVED Bryan Residence 14.2± I ' P 4^ PVC VENT BY TOWN WATER. (9" Mtn - 3G" Max) cio Jim Hagerty, Reef Realty, P.O. Box 186, West Dennis, MA 02670 12.50. 1 ` 2" LAYER OF 1/8"- 112" STONE PROPOSED CONDITIONS SITE PLAN -----iii 13.50 13.00 10.114" 12.75 12.00 / 3/4"- 1/211 STONE 3' T T 1 2.27 12.10 2. / �r� 1 1 .80 TOP OF SLAB - `Fa 2" DROP 4111 EL=8.75± GAS BAFFLE 10.00 PERFORATED PIPE WITHIN STONE 10.00 LEACHING TRENCH 5.3' (Minimum) - �-- Longest Run I 40.0' x 2.0'x 2.0 - I Hedge Row, West Yarmouth, MA J.M. O'REILLY I ASSOCIATES, INC. Professional Engineering & Land Surveying Services I 1573 Main Street - Route 6A 19'-4 47' 10' - P.O. Boz 1773 G 1500 GALLON DB -3 �_ - EL=4.7± HIGH GROUNDWATER C 2 40 6C (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax ✓EI TIC TANK D_BOX 2.0' CATS: - - SCALE BY: CHECK: JOB NUMBER: H-20 H-20 -%-SZ- EL=2.7± OBSERVED GROUNDWATER 09/02/09 - CALE 1"=20' G:\AAJob5\Peef\G240 Bryan Re5idence\, g\G240.propo5e51te.revl-29-IO.dwg 08/ 9/09 As Noted MIT JMO JMO-6240