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HomeMy WebLinkAbout68 Harbor Road - By Law Only - Site Planr-__ -1- t' � � n/ GENERAL ACCESS COVERS MUST BE WITHIN INSPECTION 9' MINIMUM. INVERT VERT EL EVA r I ONS DESIGN CRI TER.I A ljENERAL NO TES: E' OF FINISH GRAD PORT 3' MAXIMUM COVER INVERT AT BUILDING: 11.5. 14.92 FIRST 2' TO DESIGN FLOW:. '- 1 INVERT IN SEPTIC TANK: 11.25 4 BEDROOMS AT 110 G.P.D. PER 1. THIS PLAN ,S FOR THE DESIGN AND CONSTRUCTION BE LEVEL f INVERT OUT SEPTIC TANK:- l�1•0� BEDROOM EQUALS 440 G.P,D. r SWAGE DISPOSAL SYSTEM AND PERMITTING + D/AM PIP _ INVERT /N DIST. BOX: 10.67 PURPOSES ONLY. CLEAN SAND BACKFILL NO GARBAGE GRINDER o�---a AROUND AND 2' OVER CHAMBERS INVERT OUT DIST. BOX: 10.5 11.5 - 11.0 /0,5 1/' 2. VERTICAL DATUM IS NGVD. FOR BENCHMARKS Y1.25 Das 10.67 j' 10:42 �-- INVERT IN LEACH CHAMBER; 10.42 SET: SEE SITE PLAN. s RAFFLE 9.5 SEPTIC TANK REQUIRED: 13 HIGH CAPACITY INFITRATOR BOTTOM OF LEACH CHAMBER: 9.5 3 OUTLET 440 G.A.D. X:20OX - 880 GAL. +� D -BOX CHAMBERS IN TRENCH FORMATION ADJUSTED GROUND WATER: 4.2SEPTIC TANK PROVIDED: 1500 GAL: MIN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND 1500 GAL' OBSERVED GROUND WATER: 2.9 MAINTENANCE OF THE SEPTIC SYSTEM SHALL SEPTIC TANK 6_ CRUSHED STONE OR COMPACTED BASE BOTTOM OF TEST HOLE +1r 2.4 SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL t /- I L / M INDEX WELL MtW 79; ZONE A DESIGN PERC RATE C:5 MINJINCH BOARD OF HEALTH REGULATIONS. PROF I E: NOT TO SCALE FEB II READING -7.7'. ADJ-1.3' SOIL TEXTURAL CLASS / ]� EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER I 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER / THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- 0 0 PROVIDED: 13 HIGH CAPACITY INFILTRATOR STANDING H-20 WHEEL LOADS. 4 < EW I CHAMBERS, 81.25•x 7.79 SF7FT 633 S. r. h \D 633 S.F. x 0.74 - 468 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR ED EQUAL. oo E°Ge of SOI L ES T PJ T DATA ® 6. sfPT,c APPROVE mio 07.0o* T' ---___ wonrJ W}r fn T TANK AND D -BOX SHALL BE REINFORCED E _ 16 I. :�- � ..:. � - PRECAST CONCRETE OR APPROVED POLYETHYLENE. 72, y T° RE INDICATES INDICATES r ;SPLTAIL,fI' EXI T 06 RopoVED TES70CATICN GROUNDWATER TESTEDHFOR LEVEL TWHENGTHERE IS MOREL THAN ONEER tOBSERVED BOTHD-OXBE WA T _ SN - ISOLATED - • 1 - OUTLET. WEAND TP PROPOSED _ 10.255+ S.F.STfD *DIG -SAFE". 7. BrFORE.CONSTRUCTION CALL 2 STORY HORIZON TEXTURE COLORp +OP°sE r ADDITION- x - 0' 12.9 1 -888 -016 -SAFE AND THE LOCAL WATER DEPT. /P0. oit _ _ LAWN o. v i .j ;> r. ORtVa 2gp sT t, i _' _ _ cFOR LOCATION OF UNDERGROUND UTILITIES. �. FILL .z PROPOSED= "' EW 4 PAVED ` 1 STORY - '. - 5 6 22*-.... .... ... .... IJ HIGH CAPACITY = 8. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY, - INFILTRATOR CHAMBERS ADDITION= - n " KiDEcx OP = Ads REMOVED, ALONG WITH ALL CONTAMINATED SOIL CONSEt� VA TION NO TES REMOVE AND :. _ r N BACKFILLED WITH CLEAN SAND. RELOCATE GAS LINE 0 8M, ON 60 PROPOSED '� f00 SF WITHIN a - C _I MEDT UM I QYR - A l. II D BE Ec-Ip.y ° ADDITIONS .50• SETBACK o' : SAND 6/6 9. NO DETERMINATION HAS BEEN MADE AS TO 1. THE,WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT x TING °PpsE Ens COMPLIANCE WITH DEED RESTRICTIONS OR ZONING FENCE AS REQUIRED BY THE CONSERVATION COMMISSION. z , EXiS eI PP K REGULATION'S. l7 SHALL REMAIN THE CLIENTS ' THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS. `� \ y se g sT0LrN6 REGULATIONS. STAKED. DUG -IN FABRIC SILT FENCE. THE FENCE SHALL b ' + DwcL ` RMITVARIANCES TO BTA! AL PERMITS. SPECIAL RESPONSIBILITY D N L M C C ro, \ ,-F__ \ 44' PERMITS.- VARIANCES ETC. FOR THIS PROJECT. $ REMAIN IN PLACE UNTIL THE DISTURBED GROUND JS` BOX m sfcoNO i L I T O 40 STABIL17FD COMPLETELY. PROVIDE ALTERNATESILTFENCE �. o FLOOR OVER ' LAWN' l SUCH AS STAKED HAYBALES IF NEEDED AS DIRECTED BY THE 4- rP.1 o =11.786± S. F. - Ew •6 . JO. !T SHALL REMAIN THE CLIENT'S. FOUNDATION TY CONSERVATION COMMISSION. © - $- nE"OLACENTNjS "_.` soT l20' 2.9 DESIGNED TO HAVE TTO ACCOUNT HE DFOR ITHE NEXISTING TGRADE PSECT I ON 'xo s o. AND SOIL CONDITIONS AT THE LOCATION OF THE 2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE g o SEC 5T°PY m. 126' 2.4 o �� o, - _I o, PROPOSED BUILDING. z N'ETLAND:SIDE OF THE WORK LIMIT. _.1500 LCON o ~ T' \ - � SEPTI ;Adie ; '.,_: D�cK ?: o._ DATE: FEBRUARY !6. 20! 1 " 3. ROOF DRAINS SHALL BE DIRECTED TO SUITABLY SIZED -, c N TEST BY: STEPHEN HAAS AUD DRYWELLS OR STONE TRENCH ALONG THE DRIP LINE FOR o REPLACE AND t°�= WITNESSED BY: PHIL RE EXPAND DEcx - PERC RATE: C 2 MIN/INCH STORMWATF_R RUNOFF CONTROL, P 7 , s •a � 30 4. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT ` SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR w LOAM AND SEED WEATHER PERMITTING. W ?c 11 5 ~' b7. 5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA CF J �vfwWATER tINE I .` THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS f UP zJbiz - AS SHOWN AROUND THE PROPOSED DWELLING SITE. b. ALL DEBRIS SHALL BE LADED FROM THE SITE AS. IT lS PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE J HANDL I NG FAC! L 1 TY. S/ TE_ P' L A /V O t= L ,q /\/O E 7. ` REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION 68 f-114 RBOR ROAD . MAP - ?_ /;: PARCEL 7 coMMrssrQN. PREPARED F'OR - LEGEND o G° CB CONCRETE BOUND KANT/ KANZAR/A a -W- WATER LINE SCALE : / 20 MARCH / 7. 20 1 / A O HYDRANT Sam` m'• -G- GAS LINE \ / -OHµ - OVER HEAD WIRES E/ "''� G L E S U I\ V E Y I N G , INC t ° p499F��4923 Rte- 6A p0 0 # LIGHT POST -�- YarmoutInport MAou02675 t LOCUS E- T UNDERGROUND FLECTR 1 C LINE i _ _ /��� 1Ji Imo_ ( 508 362-8 1 32 UNDERGROUND TELEPHONE GINE 333 t TV- UNDERGROUND CABLEV/SION LINE 2-6 LEWIS ear /\t/ �508� 43 3-40.4 SPOT ELEVATION 1,40 EXISTING CONTOUR ° PROPOSED CONTOUR L OCUS MAP Q ID 2D 44 JOB N0: I7-003 FIELD:CFW/EEK CALL: SAH/CFW CHECK: CFW DRN: SAH I 1