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Home My WebLink AboutRDA- 166 Bayview St - Site Plan24 20 / // 1t 16 \ -- �- - - -- 12 8 7 (N.G.V.D.) '\ \---ISI OFSANVEMENT EDGEo\\ DAT7JJfELbV 4 / I\moo D4� hi / - � SOMERSET STREET � 11 \ ! PROPOSED WATER \ / SERVICE II N84'03'40'E \- - / EXISTING EDGE OF PAVEMENT / SEWAGE PROPOSED JM MATT DISPOSAL 7 TO BE PLACED AFTER SYSTEM / `� - - 8 9REMOVED z7 9- REMOVAL OF GARAGE - / 6 - --- ( 2.2 - - - - - - - \ ASSESSOR MAP 28 / EXISTING-x91j.3-------- `� B 1.500 GAL / A _ Q ; $' �4 1 SEPTIC TANK �- z * P: 1 - - \ PARCEL 158 / ___--,��',' I \ ASSESSOR MAP 28 / ` ----- -- � / I �4 ` 6 � � 1 �© ASSESSOR MAP 28 PARCEL 159 J �' . �z6� I PARCEL 160 ?o I I I / �� E I INTERMITTENT v / OPOSED EE 7 �� -`�, t r I,, Ox STREAM g I WV \ PUMP H�Q�� .3 r ,. FRS 9� 134. 1 . PROPOSED TDP i / OF BANK .' I 12 8 4 rn ' L_ T FORCE MAIN TO SMH 1 SECTION A -A HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1'=10' Y = ExlsnNc w m -GARAGE TO BE SECTION B -B HORIZONTAL SCALE 1'=20' VERTICAL SCALE 1"=10' MAIN ST. OAS AL 28 u' NGINEERING m PARK a OMPANY, INC. GLEASON 260 Cranberry Hwy. Orleans, MA 02653 u'+ 508.255.6511 Fax: 508.255.6700 1 I SOMERSET E" HYANNIS LOCUS HARBOR I o I ND MILLrA \ W. YARMOUTH. MASS. KEY MAP NO SCALE PLAN REFERENCE: PLAN BOOK: 148 PAGE: 7 PLAN BOOK: 16 PAGE: 109 ASSESSORS MAP 20/28 PARCEL 161 FLOOD NOTE: FLOOD ZONE A9 - ELEV. = 10 FEMA FIRM COMM. -PANEL #250004 0009D REVISED JANUARY 16, 1992 DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD OF 1929) GRAw . /..r... 58.` �, . _ � � � - 1" X 2` X 4' Esc WAS 1 !x -b jam' I . I i FILTER FABRIC STAPLE WOODEN STAKE LEGEND o ,,t 1 / l 1 PRS / ' ! FABRIC TO POST. 6' ON CENTER (MAX.) 0 of I MACHINE 11 I! (IF REQUIRED) WORK LIMIT ® I r 1 �111� EXISTING LANDSCAPE I\ ' � `5 ��.5 I i DOUBLE STAKED HAYBALE 7 6 x3.2 MITIGATION 1 (SEE PHIL CHENEY LANDSCAPE PIN) x6.7 �p4 II 1 iy� SCOP E w C'1' >r FINISH GRADE cv GAS VALVE _c v, w a W 4 MIL POLY OVER A 4 LAYER �_ D4 WATER VALVE OF 1/8' TO 1/2' STORE u - _ / �+ Ess i - �-xs 3 • i �luc BURY BOTTOM 4' DIA DRAIN PIPE HYDRANT --- ,. OF FILTER FABRIC IN 2' DIA 1 /® _ •_ -._ ._ _.! 6" X 6" TRENCH -4• UTILITY POLE b PRECAST3/4' TO 11/2' DRYW11. DOUBLED WASHED STONE / - G - UNDERGROUND GAS EXISIING '-' - w - UNDERGROUND WATER UNE 2'-0• � h Nysb9¢ ,� oo.sk DITCH 6,-" ----10--- CONTOUR IIIc RT h ASSESSORS' MAP z° & 26 HA YBALE SILT BARRIER DETAIL N1 ELECTRIC METER PARCEL 161 NO SCALE LOT AREA: 39,669TYPICAL DRYWELL GM GAS METER f SF. �LASSESSOR MAP`120 ?05r TIDAL NO SCALE PARCEL 48 POND ASSESSOR MAP 2?\ DESIGN CAL COLA TIONS / � N6g7J PARCEL 49 9p, / / \ DESIGN FLOW: 5 EXISTING + 1 PROPOSED BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 660 GPD x 60 76.= 396 GPD PLAN (GREY WATER SYSTEM ONLY) TOILETS ARE TO BE INCINERATING (ELECTRICAL OR PROPANE) / (SPECIFIC UNITS MUST BE APPROVED BY THE BOARD OF HEALTH) f 396 GPD X 200% = 792 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED 20 10 0 20 60 A 36' L x 15' W. x 0.5' D. LEACHING FIELD CAN LEACH: \\ Vt=136 x 161 x 0.74 = 399.6 GPD 1 inch a 20 it EXISTING: ONE ( 1) - 36 'L x 15 V. x 0.5 'D. LEACHING FIELD A = 399.6 GPD > 396 GPD REQ'D. ONE ( 1) - DISTRIBUTION BOX ( TANK,0 GAL SEPTIC MINIMUM ALLOWED OUTLET) INSTALL ONE ( 1 ) - SEWER MANHOLE PROPOSED GARAGE SLAB EL = 9.6f PVC PIPE 2" DIA SCH 40 PVC FORCE MAIN FROM GARAGE 9.67 8 PREPACKAGED 6.50 MA INGROUND s' a EJECTOR 0 PUMP d NOTE: INSTALL MYERS CMV 1830 EJECTOR SYSTEM AND 2" PIPING 27' 9 2' FORCE MAIN SE BASE DIA C.I. COVER 4"I SCH. 40 PVC PIPE TO SEPTIC TANK } 9.50 PROPOSEDI EXISTING MINAX. SPECIAL CONDITIONS PER YARMOUTH Ff�9;