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HomeMy WebLinkAbout0159 SCUDDER ROAD - Health 159 Scudder Road - A= 140-011 Osterville t _ TOWN OF BA TAB E !f LOCATION �� �_ 1:7 ' �lri d CA SEWAGE# TILLAGE �_Sff?r' Cif ASS R'--S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) , NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Al Ay ,- 63i ,�3 9 3 f3j`sss No.W 1, 42 76 Fee I50 ®.d THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: lop BLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes � X �pYication for Bisposal *pstem Construction permit Application for a Permit to Construct Repair( Upgrade( Abandon ,�,Com lete System Individual Components PP (� P ( ) Pg ( ) ( ) L'T P Y ❑ P Location Loft�No. , Owner's Name,Address,and Tel.No. S per. 771-7 Assessor's Map/Parcel M010/f Inpstaller's Name Address,and Tel No. P Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size (9 sq.ft. Garbage Grinder( ) Other Type of Building D_dl No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 5 gpd Plan Date Number of sheets oZ Revision Date Title ' Size of Septic Tank Type Type of S.A.S. $pD Description of Soil, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm a C de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea d Date ID Application Approved:og DateApplication Disapprov Date for the following reasons Permit No. a 0/ -- oZ 7 6 Date Issued 5— No.SDI - 76 ' Fee /50 r B J THE COMMONWEALTH OF MASSACHUS TTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal 6 ste t Construction Permit } Application for a Permit to Construct(4,y-'Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or'Lot No. Me/ &411- 1l�l• Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. � � (� Designer's Name,Address,and Tel.No. A",� /j1,� iz Type of Building: 5 �-4 �'�'I/3©Cf) / / Dwelling No.of Bedrooms Lot Size (p 9 b sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) D gpd Design flow provided `� ,� gpd Plan Date -11o// Number of sheets a Revision Date Title P9uA Size of Septic Tank S�j�? Type of S.A.S. Descrig6ionbof�§'6il Nature ofltepor Alterations(Answer when applicable) \ U • T. Date last inspec`t d------' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the pro vis' o ns,of�itle 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health`! r- Sa d / �� r' Date 1,9 r Application Approved by Date c(o t, •Application.Disapproveydby Date for the following reasons Permit No. R O/ 5 - zR 7 6 Date Issued �/ o�D / --------------------------------------------------------------------------------------------------------------------------------------- -s THE COMMONWEALTH OF MASSACHUSETTS / p,/� BARNSTABLE,MASSACHUSETTS �vr l/0j Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( /) Repaired( ) Upgraded( ) Abandoned( )by f//� / tG P,�t� �'� ,tom v� at / ¢ �,u G� ( l�l45,,, ��has been constructed in accordance with the provisions of Title 5 and tke for Disposal System Construction Permit Nonjol� -/;?7 dated Installer w�•-c��-�-�_ Designer #bedrooms Approved design flow-, gpd The issuance of thi,ierlshal not be construed as a guarantee that the system ilLrfunctio as.designed. 4e� P Date Inspector ,; AMX S, ��- , ------------------------------------------------------------------------------,--------------------------------------------------------.- No. 7 W Fee /e`Q o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction permit Permission is hereby granted to Construct( (�' Repair( ) Upgrade( ) Abandon( ) System located at s and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construction must be completed within three years of the date of this perm'�� Date �Q��� ( y� V f Approved by _ Town of Barnstable Regulatory Services Thomas F. Geller, Director BARNSfABLE 9 MASS. Public Health Division 059' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form 7 7 Date: Sewage Permit4 OIY—V� Assessor's MapTarcel Desi er: ve ,�'�;,J�: nstaller: ��� � d�'k c�r �✓1 gn � Address: lo Address: on was issued a permit to install a (date) 7 (installer) septic system at���� -S!v ditty UC I 0 Ste-(4' based on a design drawn by; (address) dated dv V U (designer). I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes i.e. greater.than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State& Local Regulations. Plan revision or , certified as-built by designer to follow. ��Jj}10F/lrW , DAVID MASON u stal er's Signature) A10.1066 (Designer's Signature) (Affix Designer's Stamp He PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. TTIANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc TRANS. NO.:CITY/TOWN: Osh rVr I ,. III S I-CL,!'j APPLICANT:;' ( �l Yl C7��i ,� , h ADDRESS: 151 &_L d Ue 1- fz:&eiCi. DESIGN FLOW: LA 5 4 gPa` - REVIEWED BY: - DATE: e N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan.[310 - CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)]. Plan proper scale? (I 7=40'.for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)]' System located totally on lot served[310 CMR 15.405(1)(a) for upgrades]- if.not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces(driveways,parking areas etc.) [310 CMR 15.220(4)(d)] - Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components.and reserve r areas. [310 CMR 15.220(4)(e)] . System Calculations [310.CMR 15.220(4)(01 daily flow septic tank capacity (re uired andprovided) soil absorption system (required andprovided) whether system designed for garbage grinder s. North arrow [310 CMR 15.220(4)( )] Existing and ro osed contours[310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Na mes s of soil eva luator ator and OH representative - t[310 CMR and (i)] Locution and date of percoIaaar, eta forn ed at proper v i t �el eya+ton?) [31 O;CMP.1.5 2l0(41(:t 'eicolation test result. match ioau=n�:_►=rte`� 1310 CMR ]5.242 1 rtafleat�e}n staten,en by tin l_r va'u ,rt , [ 1 Cl�1R I5 2:20(4) 1}) 4T Vyl, L t `Lt o� adJustrnent a.. J, a, '` 0 C;�Y1R r i j* I r . ,..Y Location of eve water supply, OK NO every public and'private, [310 CMR Y / 15.220(4)(k) 7. within 400 feet of the_proposed system location in the case of surface water su lies and gravel acked ublic water su ly within 250 feet of the ro osed system location in the case , within 150 feet of the proposed system location in the case Of rivate water su 1 wells Location of all surface waters and wetlands located up to 100 ft. s beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft:.[310 CMR 15.220(4)(1)] Water lines and other subsurface utilities. ocated[310' CMR 15:220(4)(m)] (if water Iine_cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system corn onents and the bottom of the SAS [310.CMR15.220 4 0 Stam of designer [310 CMR 15.220(1.).and 310 CMR I5(220(2 Stamp of Registered Land Surveyor(required if construction )] activities within 5 ft: of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as a roved for an u rade under LUA at 310 CMR:15.405 .1 k Test hole adequate to demonstrate four feet of suitable material? _ [310 CMR 15:103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3) ' Benchmark within 50-75'of system [310 CMR 15.220(4)( - Materials specifications noted? [various sections of 310 CMR 15.000] - System components not>36" deep (unless Local Upgrade A roval or LUA requested) [310 CMR.15.405(1(b)] _. V. t V rs �, f , N/A OK NO Size OK? 310 CMR 15:223(1)) ' Inlet tee located ten inches below flow line'[310 CMR 15.227(6) J Outlet tee 14" or 14': +;5"per foot for increase.ft depth [310 CMR 15.227(6)] ` Outlet tee with gas baffle or approved filter [310 CMR 15.227(4) Note regarding installation on stable compacted base.[310 CMR 15.228(1) Separation between inlet and,outlet tees(no less,than liquid depth) [310 CMR 15.227(2) Inlet/Outlet elevations at least 12 above high.groundwater (except as described 310 CMR 15:227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9"'must have risers on all openings and on the'd-box) [310 CMR 15.2228(1) and310 CMR 15.232(3)(0 " Three access covers (inlet and outlet must be 20" or,greater) middle access at least 8" (by 7/0.7).[310 CMR 15.228(2)] Access to within 6 " of grade - one,port-for systerns<I 000gpd, two fors stems>1000 gpd [310.CMR 15.228(2)] y All at-grade covers secured.to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR-15.211(1)] _ Buoyancy calculation Required/Done [310`CMR 15.221(8)] ' 3 H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] &1VIlt� Coin artn3entTanizs� Required when other than single-family dwelling or flow>1000 g d [310 CMR 15.223(1)(b)] First compartment200%.daily flow,;,Second com artment 100% ., p ° S daily flow[310:CMR;15.224(2) and (3) "U"pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address 47 7 � >�' 7 i da� 'ei?- .G,,,.:5',•°s:r._n +a..7, .we,.�` i -- ,. ` N/A OK NO BUILDINEER Located ATTDOTHERPH'TiG }z � E � � ..w at least ten feet from any water line? [3'10 CMR' 15.222(2) Disposal piping at least 18" below waterline (when water and - sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided ? [310 CMR 15..222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] j Slope of sewer line not less than 0.01 (1/8"/ft) Q.02 preferable- [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity--distributed— trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphonproblem/(leachfield below pump chamber) Endca s or vent manifoldspecified? Size and orientation of discharge"Holes specified? not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8)and;310 / CMR 15.252(2)(h) t Materials specified (310 CMR 15.251(5) specifies various pipe. types allowed) - Stable compacted base [310 CMR 15 221(2) and 31 O CMR 15.232(2)(a)] f. - Splash-plate or baffle the required on inlet/provided?(when pressure sewer to d-box or steep,pitch of gravity,sewer) [310 '- CMR 15.323 =' 3 a Riser if deeper than 9" [310 CMR 15.232(3)(f)] r Inside minimum dimension 12': [310 CMR 15.232(2)(b)]'. Minimum sum 6" [310 CMR15.232(3)(e) Watertight cover if<2000gpd); waterproof manhole if>2000gpd ,[310"CMR 15.232(3)(d)] Capacity (emergency storage above working=design flow)? [310 CMR 231(2)] Pro er setbacks [310 CMR 15:211 (same as se tic tanks) Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] , Service components:accessible.(not too deep with piping,`` disconnects accessible) Alarm floats-.alarm on circ'uit.se a.rate.from Pumps s ecified? Exceeds two units musthave two pumps operating in lead-.lag o ►node: [310 CMR 15.231(6) and (8�1,'Stable �- Compacted Base [31O CMR 1 ���_1.(�)] _ c calculations needed M R1Buo an � -- - - , �< Address `5 1 V�f _ )'�.�� � i t FAfj N/A OK NO SOl[L ABSORPTION SYST�E�MS (SAS)GENERAL � � � Calculations correct? ' � 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1) '; Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed 310 CMR-1.5.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310-CMR 15240(13) Breakout requirements.met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.2 11 i 4 and Guidance Document] GIALLRIES�'ITS;C' ERS3IOCMR15253� � �� w. Chambers and Gal. in trench configuration supplied w.ith�inlet.: every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhol >p e(if>2000 gpd must be to grade) [310 CMR I5.253(2)] Aggregate I' minimum-4'maximum. [310 CMR 15.253(1)(b) i 2' sidewall credit maximum [310.''CMR 15.253(1)(a)] In bed confi uration, inlet every 40 sq. ft. [310 CMR 15.253(6)] ' �RENCHES 3�LU�1VIIt�15 25 � � ����, ` ', Width 2' minimum 3'maximum [310 CMR 15:251(1)(b)] T > � �' 100 feet-maximum len h [31.0 CMR 15.251(1)(a)] _ _ Minimum separation 2x effective depth ormwidth whichever r ~ _ greater(3x if reserve between trenches) [310 CMR 251(1)(d)] Situated along contours [310 CMR.15..251(2) Breakout OK? [310 CMR 15 211(1)[4] and Guidance Document] BED�AS{Maxiumsiizeafbeil�orfield5000gpd) 7 7 minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15:252(2)(d) Maximum separation between lines and outside of bed 4' [310' CMR 15.252(2)(e)] Aggregate depth below discharge,pipes 6"minimum, 12'...' maximum. [310 CMR 15.252(2)O Separation between.beds 1-0'minimum: [310 CMR 15.252(2)(f) Bottom area used in calculations only.[310 CMR 15.252(2)(i)] A Address 0�a ^r , v s , t ' r N/A OK -NO - Pressure Dosed System ? Provided pump.and piping ,; - T calculations.as re uired 310 CMR 15.220 4 r ;: �_' - Pressure dosing required on all systems:>2000gpd or,alternative systems under remedial approval[3.10 CMR 15,254(2) and I/A Remedial Use Approvals] If used in gravelless system .make sure jet is directed as not to : . scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000 d)good to note on plan 310 CMR 15.254 2 d Construction in fill.-Did the plan specify that the fill shall meet the specification of 310 CMR�15.255(3)? . Impervious barrier and/or retaining wall ?:[Guidance Document], Impervious barrier installation must.be supervised by designer [310 CMR 15:255{2)(b). Retaining wall must.be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed3•1 ? [3 l0C MR15.255 2 ' Breakout requirements met? [310 CMR 15.252(2)and. Guidance Document *- At least 5 ft. from impervious barrier to edge of SAS (10 ft..,- recommended) N' [310 CMR 15.255 2 e ' ,.- r ,:,,, .. ,:, ,.. � 9�§'' r5<'�' A•A* �N 'dea� —ra•'".1'o+ke+m++" F � _... Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge f to scour soil interface " A�terllQtLYeSe�tteSS'ySterr [AI/�4��A �YUUC1lLetferSJ � � E x , ' � �> � t Was DEP Approval Letter provided and/or have you reviewed the letter for conditions?, f Is the technology.being properly applied and does it".meet DEP Approval Conditions? , Is there a note on the plan'regarding the requirementfor perpetual maintenance a reement? _. Any alarms involved on separate-circuits Did the applicant:submit an operation and maintenance manual?. , c , Has a2 plicant submitted a copy of a maintenance �.� Are the variances listed on the planNI ?.[310 CMR 15.220 ;. } RLS-Starnp_necessary on plan if a component is within five feet of property line [310 CMR'15:412(4)] fF a New:construction.car increased`'flow proposed = [Refer'.to 310 -f- CMR 15.414] I-1 Address l 51, d do✓ - ,-, a N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone II fo "' a public supply well)? [310 CMR:15.214, 310 CMR 15:215 and 310 CMR 15:216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ?. [310 CMR 15.2 M(2) ,. Are the nitrogen loads proposed in compliance? [310.CMR 15.216(1)] Pum in to se tic tank? [310 CMR 15.229] ` E Shared System.[310 CMR 15.290]. .A' a -Address � � � 5Go d Town of Barnstable P ���Flll� # Department of Regulatory Services .tAMABL: Public Health Division Date nsq �eP 200 MaihcemA 026A Date Scheduled AFee Pd. t Soil uitability Assessment for Sew e i l Performed By: Witnessed By: (/ /! se LOCA7r I�p(tN&GnEN RAL INFORMAT ON, Location Address ���j ��✓'1/[/C(.({l /G O76Nge ri1f't���rr V J II Address 'ring J Assessor's Map/Parcel: I4401, Engineer's Name c i� NEW CONSTRUCTION 5/ REPAIR Telephone# 0e Lid I?,—o Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft - SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 0 AI (� r F[ e Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: - Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs..hole: in. Depth to soil mottles: in. - Depth to weeping from side of obs.hole: in. Groundwater Adjustment Index Well# Reading Date: index Well level Adj.factor Adj.Groundwater Level_ tCOLATION TEST, Date, Time ObservationG/ Hole# Time at 9" Depth of Perc i Time at 6' _ Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch - Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) ' - Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPnC\PERCFORM.DOC ; DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) / Mottling (Structure,Stones,Boulders. Consisten %Gravel) ..� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ICI Consistency.%Graven DEEP OBSERVATION HOLE LOG', Hole# �--� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) .(Munsell) Mottling (Structure,Stones,Boulders: Consistencv.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil 70e, Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) de A Flo Flood Insurance Rate Mao: Above 500 year flood boundary No Yes/ Within 500 year boundary No Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi tyial exist in all areas observed throughout the area proposed for the soil bso ion system? q► , If not,what is the depth na I y occurring pervi us material? y� ' Y Certification `, I certify that on I/� date)I have passed the soil evaluator examination approved by the Department of Environm ntal Protection and that a above analysis was perfo ed y me consistent with the re arai ,ex rtise a d exp rice esri ed in 310 CMR 15.017. Signature Date 2 , Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION 1 �C �e�( <�p� '� SEWAGE #9/` ` 3 q VILLAGE �•� ' t1 E //c7 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. ZbJllQQf SEPTIC TANK CAPACITY -S 0 LEACHING FACILITY:(type) 11 / (size) NO. OF BEDROOMS PRIVATE WELL O UBLIC WATER BUILDER OR OWNER l 1 ► DATE PERMIT ISSUED: G f DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No � r r 1 '( , No......7/::�.� .� Fss.... THE COMMONWEALTH OF MASSACHUSETTS 140 , 011 II BOARD Off` HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tnnstrnr#inn Prrutit Application is hereby made for a Permit to Construct ( ) or Repair X) an Individual Sewage Disposal System at: /ia l/ � ---.. .... ----...---- ------------------------------- Location-Address r t No. Owner Add ss Wfv�11V'1610.._ '._ . U�, ..•---------------•-...---•._......_ a ���� ._.... . o r:!.�.--- � Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '04 4 Other—T e of Building .......... No. of persons____________________________ Showers — Cafeteria PA Other fixtures ------------------------------- - W Design Flow............................................gallons per person per day. Total daily flow.___.__...._._...._....._.._........._....._gallons. WSeptic Tank—Liquid capacityJ5Z44.gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter---r�__-_----_. Depth below inlet.`----------- Total leaching area..................sq. ft. Z Other Distribution box (A Dosing tank ( ) . aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ........................................ ----------------------- ------------------ •----------- ---------------------- -------------- -------- .------ 0 Description of Soil........................................................................................................................................................................ x W x -----------------------------------•----------------------------------------------------• ---------------------------------------------•--------•-----------............................................ U Nature of Repairs or Alterations—Answer when applicable...................... ------�----------4, ---------------------------------------------------------------------------------------------------------------------------------------------------------------------•---------------..._.........---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia c has been issued b the board of health. n Signed s21 --------------- / 7� ... --/ -------------- � Date Application Approved By ............. .................... .. ............ .� Application Disapproved for the following reasons- --------------------------------------------------------- ---_-------------------..-------------------------------------------- ----------------------------------------------------- ------ -- --- .................... .............................................. --------------------- .... -------------- --------- ... Date Permit No. ... ...... .. /... .--t . Issued Date No--- • Fxs... 1A` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE l'iApptiratiou for Mir uuttl Workii Tonstrurtiun .erutif Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: 4. S!` �lt�!... -OS.. .�f�1.1 d -•---•-----•------------------•---•-............................................................. j... +•. Location-Address / or Lot No. .._ ? _..._.......^-- -------------------•----•------•---•------....... - '��1.;.. �.....C�s s _ :f� ..._ .. Owner Address Installer ✓• at., L5: 7..�•-,........ ✓, Address Q Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms... ....................................Expansion Attic ( ) Garbage Grinder ( ) a04 Other—T e of Building No. of persons............................ Showers YP g --------•------•----------•- P ( ) — Cafeteria ( ) QOther fixtures -----•-------------------------•-•-•------------------.-•--•••-•-••••--•-----••......••--••-•--------•-.. .----•-. -•--•- W Design Flow............................................gallons per person per day. Total daily flow.............. —.......................gallons. i WSeptic Tank—Liquid capacity gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................../Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....\--------------- Diameter...r' ......... Depth below inlet_.4._...�n.......... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank a Percolation Test Results Performed bY--,,:----------------- ---- ---------.......... ••------•----._--.-...... Date........................................ Test Pit No. I................minutes per inch Depth of Test P,it........_........... Depth to ground water........................ �14 Test Pit No. 2................minutes per inch Depth of Test'Pit.................... Depth to ground water........................ 0+ ••-•--•--.•--•----------------•---•••--•--•-•-•---••-•••••---•-----............•--•••......------•--................................................... 0 Description of Soil................................................................................. - ' x V ..........--•••................•-•-••-•••-----•-----.......-----.........••---•-•-•------•------••--.._...---••-•-•---------•-•-••......--••-•-•-••-•-•••••--•---••-----•----•---•-•--•-......-----•-- W VNature of Repairs or Alterations—Answer when applicable........................14 ....._v.......... M m -•-••--••-•--••-----••----•-•••..............••-•-•••-----••-••••••---••-•--•--•......••-•-._.....••---••----•••--••••---•---•--•-----••---...•-•••-••-•••--••-......................... - Agreement: ; € , The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with t�Y4y•.+ __,-the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the ` system in operation until a Certificate of Compliance has been issued by the board of health. r Signed I 5- ' /� �.. 9�.e Application Approved BY - Application Disapproved fo the ollowing reasons: ...................'.......---------------................----------.........------------------------------........--....a........ -` , ✓ Date Permit No. ............9/ 3.... .......... ;Issued J./..-...._/. / f Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cfertifirate of C�oraptiance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (� ) by--- ------- -----�� �Z..........7-� .. ..------ h at ..........--� ,� ��,...? ^l �' - r' ` L.. _.. has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ......ql.. -.. .....1....._... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CrONST U6D AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY DATE --- ----t..l.-........ Inspector ---1 .......... �.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No..................:....� FEE���......... Disposal Works Tonstrudiatt f rrutit Permission is hereby granted. ?'' ; ...._..► .................••••••............................................... �...to Construct ( ) or Repair ( ). an Individual Sewage DisposalAystem atNo........./! .J- �P'.� ^ ��. 1:..r....�;h .......... 11/ ...............................•-•--•----...----•.................... Stieet v� as shown on the application for Disposal Works Construction Permit No.�?Z-43//... Dated.......................................... ......................................... ...................••---- �l Board of Health DATE....���..-. ......-•••••••--...... ;. FORM 36508 HOBBS 6 WARREN,INC..PUBLISHERS • 4r_o°.. .. I6._On..... ... - 7�_0".. .. 12r 0.. ..-.. 5'_On _ cq e, o" er a 0Lo La .... _.... ............. ............ . . .. . . _. ................ ............ - w La A6 ro .-._-_...-- -- 6 J n J s DECK — . Na\D _ ..._._. _ - - .........._......_ o , 3 3 .. ......_. __......... .................. ... QD ....__.. - .. . ... rw - W .- :. :..... : ... .., O .. .. .. .. .. - .. .I ------------- .. - .. ..._._-TW 210410 - - -..__.-.. { ... OJ[.. o m . _ m (L� ke m u =N ..... x ..... - o U I I - BULKHEAD -- -- u3 a �. � a K" .. .. .. .. .. . . .. / LIGHT I - 3-2x10 HEADER _ ^ _.. m o un Icy cn FAMILY OAK 30 1/8 :.: _ .. ..._�..I MASTER SUITE W.... 24410.. ... .. I .. .. - :: . .CARP r. .. M W I ID NING LIVINGo -OAK - i - OAK a .. - 29 I - p Z .: :. 2$ .. PANTRY - .-,r M FIBER 9 ..... ...... .. STEEL BEAM ABOVE I—GLASS LITE - - ... ... ... .. .. ..: . b 2$ RAISED 421 : ... 30 1/8"x60 7/8" .'o:.. . -I .. .. ..FIRE �PASS?HRU. - 2 24410 TMP RATED '��` `_� .. - ari , DN n N rLIN w:2442 :. - KITGNEN .PONDER = .. 0 30 18°x52 7/8° QW z. OAK OI RM L .. _t ® GARAGE. r m 14'-IO O m Iw m 84" .SA N ALI 6 .. .. p ., ...... .. - .. �I� ..: ®. ... u� � .. IS®ND. � � ...:' �=r. CAL09ET -�� TILE� w; � :- -- .......... n 10 OVEN I 4'_Or .. ® REF v O CARPET 2f , m I: ——. =r '• I I .r I ———— _ N::4r_il IAn ... .2� � w_ tL I I I F--T T o l I I: 129 UP Z 0 <�-4 I I I I I DESK PH I. I 1 v e =o LL lL I I I I 13REAKFA$T "\o n (L/ ILA OAK ... 1 .. .,. °p . m 2' 2 m m 2'-3- q�_0" _6° 9'-� 2'-3" 3"_7" V-11" 51-3.Q V 5'-3" 4r_4". 6i_8" 3,_2" 7'-2° 5,_8° SHEET TOTAL LOT COVERAGE . - - 2W8 50 FT 24'-O° - :. y'_g" 10'-b° II'-O° Ib'-O" 18,730 50 FT LOT A ^ 28'_O"..... .. .... ... � 14.0X C 20% 1637 SQ FT - TOTAL LIVABLE 50 FT .. .. ... 2675 SO F'T JOB: ..it 1405 FIRST FLOOR PLAN 15,T80 50 FT LOT DRawN:BY. Kw _p i_ " . 14.3R <30E m lr?siTE: - 6/10/14 i „ N ` • N _ _ N C lA � IA A6 1 14' O° 2' 0°' I. I _ _ e _ MEN � tr i , .u , �i 3 N m �.1 W U- T III '::..:.DORMER: m N _ .. I I111 - BEDROOM .#3 m - .. CARPET DORMER to !i A — -_ ! LALL PEN TO I o W ( id I ! 2-Q : 2Q BEDROOM.#2 L W CARPET ..2�.. : .: BALCONY�LQ ® c S ® - _ d i. s1<; 2� TW 2442 0 SLOPED i _ ... CEILING I/8 x52 7/8 2 2 9' O° 30 ° .c �,%•%%" C%J:�/1 s C® : 2J 2� 2jk 2� BEDROOM #4 ? E3ATI #2 2� :/ \,��} 2 .. a (2)..TW.2442 _ _ �� 2S? !: in TILE PEN TO -RUEME HE Ulin Q .. .. 0 30 I/8'z52"7/8° .: ..- CARPET: - -—- — — — — ————— HEL —— _ _ :. Z .. - o a LI _ SLOPED , STORAGE - _ o W ; •>ci/;".”, CEILING /i:;• ." SLOPED•2z%% s .. G:::: ;:'SLOPED, /ifj','j - - - . /iCEILINGy 24LU /8' — • 24 5/B x24 578. Z ll.l i ...... i..'z ,f: N y /i 4'"KNEEWALL ';;4 KNEEWALL% %: DORM R .,.• ...DORMER -./ ... ...... E. :: L N _ uj _ UP 6 m `._OPEN TO - o .. c. .. .: BREAKFAST o � m iv _ 111 LU = Q "dm I .. 8'-6° :.8'-p° T-6°.. : : :- ": 2'-4° 4' 24'-O° .. 6_6o Ip'-6° 11'-O° .. 16'_Oo 51-IFFY ... _ A,41038 SQ FT SECOND FLOOR PLAN SCALE: 114° I'-0" JOB: 1405 DRAWN BY K!e! DATE: 6lIO/!4 — II 28-�O" 1(.1-0� 81-W -W 24'-0',. 4'-0" --------------777----------------------7--�------— J N, :z Lo DECK 04 ——— ———————— 7--8" M IV N BILCO : I . �N% .��BULKHEAD DROP -------------------- opm DOOR W/ T.O.H. 6 16" EXT. ------------------- ----------- ON -71 -1 F -1 77 : F L F F F 4��------- ----------1 9 j- +7-2-x- 2 GIRT ------- -7-7 71�51EAM POCKET L -J L -J. L -J BEAM POCKET 3 1/2" LALLY.C&UMN5. 36"xWx12" CONT: CONC. PAD TrP. N La Ia L-------- C4 -x Z: cli POINT:LOADS DR Ts IM M L I ICO)7 @FOUNDATION L 4 x4 x.25 ALIGN:W1 ABOVE A, A"x4"x.25" TS F DOOR EAM TO CONCRETE BEAM TO CONCRETIF t V-8. .: -1 51-5. Ll 5'-3" 2'-0 L -7 -1 3 2xI2 GIRT T 3-2xI2 GIR 7- -[�BEAm POCKET L L-LJ*� L -J rn :F 1�2' LALLY COLUMNS :L -J L--J G C E 56"x36'x12" CONT: CON ARA(� C. PAD TYP. COMPACT FILL BASEMENT BEAM POCKET I VAPOR RETARDER LU VAPOR RETARDER 40 3 1/2":CONC. SLAB LLI 4" CONc.,SLAB PITC44 TOWARD DOOR C4 C4 x C4 0, 181-61 ILI \!Vlo LLI F -71 8"x4W CONC. WALL z 16"AO" CONT. FOOTING O'X7'-9'.CONC. WALLS L -J m"xiol-coNT. FOOTING j LL -AL T FSE BEAM POCKET5 3-NIa GIRT F------------------ - DROP FOUNDATION C4 10, 0 DOOR tLl Lu DROP :1: Ck L------ -------- ---- 12 -7 FILL F 2 PL 0- Ep A PIP -- ---------- -------------- F, ---------- --------- 514EET 9.-(. _2- 24--W 0-6. FOUNDATION PLAN JOB:, r F DRAWN SCALE-- 1/4" V-0 Y: KW DATEt 6/10/14 OF LEGEND PERCENTAGE I, LOT COVERAGE 4" A U 14A SE 5,_ S, CONCRETE BOUND (FND) 7! �P 3\S LOT'AREA -18646± S.�. N WATER METER STEPM EXISTING STRUCTURES 6.0% J� EXISTING CONTOUR DOYLE -,EXISTING DRIVEWAY 7.3% k TOTAL COVERAGE 13.4% SPOT ELEVATION 4- .45 99 i;�,Ji;�j�,:k4�_��,,� 1- NH! A 0, TEST PITS 14.3% 41V PROPOSED STRUCTURES TREE v v PROPOSED DRIVEWAY 4.4% WATER SERVICE LINE —w b::�:il TOTAL PROPOSED ;--OVERAGE 18.7%'� LO 5 BURIED GAS LINE . ................. 5, OVER ELECTRIC LINE ' 4, PROPOSED 3e ARK 99- LOT 5D BENC 1500 GAL. 4 TANK C/B FND !�jl�il� lk�ii PROPOSED PROPOSED 9.36' S.A.S. CHAMBER D 8 7 7)0" \lq TRENCH t 3!22- co, LOCUS MAP 03 + 99.74'. �,n C14 , PLAN REF: 46-11 F2 C/B FN 9§.5,3 ------ 41. ft C) DEED REF: 7521-237 SETBACK UNE EXISTING ASSESSOR'S MAP: .140/011' 'RESIDENCE '9'9.42(E:: ZONING: 0 1 0'—1 0' - 20' SETBACKS: 4- FLOOD ZONE: C 12 OAK PANEL NUMBER: - 250001 0016 D SHED OAK DATED: 7/2/1992 OVERLAY DISTRICTS: RPOD; RESOURCE + 99.71 PROTECTION '0� + 9.71 PROPOSED DECK, ,, / /' /-'/ i -SIDENG PROPOSED-. oll BEDK,uw'­ w SITE &- SEPTIC PLAN 41. 0 0 37-9ft 18" LOCATED AT: 6p -1 , I . '. : � " 99650 OAK - q Y- -At_ q� 44 1 59 SCUDDER ROAD 0 99.53 A bRIV­M' dSTERVILLE, MA 0 C/B FND OAK' (T 3B.5it 0 5 4�TP 1 PREPAREDFOR: +99.5 TP34� LOT 5C' -0� TP 2, .�u HF_AD 99.76, B AYSIDE CONSTRUCTION LOT 6 -4 OD JULY l') 2014 -3 TP 44' Z�r e� S.F Ln 646± _ +99.99 REV: L ACRES 0.43 Lz�' 'r "ll %A OF REV: + 9.45 5;8 DAVID' REV: s B3-22'�O B MA§0N wm YANKEE LAND SURVEY CO, INC. C/B N .1 11 0 06 6 119 ROUTE 149 LOT 7 GRAPHIC SCALE . - T e MARSTONS MILLS, MA NOTES: 2 i 0 0 10 20 40 ELEVATION DATUM ASSIGNED.. TEL: (508)428-0055 -FAX: (508)420-55531 yan keesu rvey0com cast.net www.yankeesurvey.net EXISTING SEPTIC. COMPONENTS TO BE REMOVED. 1 inch 20 ft. SHEET 1 OF 1 JOB#: 55023 SEWAGE SYSTEM PROFILE VIEW N .T. S . PROPOSED T.O.F. EL 101.5' FIN GRADE 100'* RISERS FIN GRADE 99.5':k TO 1/2- DOUBLE WASHED STONE 0 3" THICK OR GEOTEXTILE FABRIC 1/8 F20;1 FIN GRADE = 99.5'± D EL. 98.8' 7 7 1771777-7-77-77-7 a. MIN (o INV EL DW '8.5' 98.0' 14" MIN INV EL E�Cn N EL 0 T to 3 INV EL. 10" MIN. FORP N JE 97.36' 97.36' or-,1 97.11' INV ELL fMIN. 6' INV EL. IPA '. I -* -*: - BELOW FLOW LINE S6MPV r------n r--- X 96.95' sump 96.7D EL 96.53 LIQUID LEVEL 48' 6. STC 6" STONE e3 GAS BAFFLE F1 EL 94.53' sTON DISTRIBUTION BOX 48 1/2 48 PROPOSED 1500 GALLON TANK PRECAST REINFORCED CONCRETE DISTRIBU'TION BOX DOUBLE WASHED STONE TEES SHALL BE CONSTRUCTED OF SCHEDULE 4.0 PVC AND SHALL EXTEND A DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER 33.5' MINIMUM OF 6' ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON MINIMUM WALL THICKNESS 2" PROPOSED CHAMBER TRENCH (6 THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM INSIDE DIMENSION 12* CLEAN-OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3' 2* MINIMUM BELOW INLET [WERT. 0 1 L DATA: ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE S EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO TEST DATE: 05-05-2014 BOTTOM OF SOIL"PIT EL 87.8' SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" THE HEIGHT OF THE DISTRIBUTION LINE INVERT AMR ALL LINES HAVE TWO 20" MANHOLES WITH READILY REMOVABLE,IMPERMEABLE COVERS BEEN SEALED IN PLACE. SOIL EVALUATOR: DAVID MASON NO GROUND WATER OR OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. INVERT ADJUSTMENTS SHAl.L BE MADE BY FILLING WITH DURABLE AND APPROVAL DATE: -------- REDOXIMORPHIC FEATURES OBSERVED MIDDLE ACCESS PORT SHALL BE 8* DIA. MINIMUM. NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR THE ouTLET-TEE SHALL 13E EQUIPPED WITH GAS BAFFLE. RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. HEALTH AGENT: DONNA MIORAND11 SEPTIC TANK SHALL 13E INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, DISTMBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, STABLE BASE THAT HAS-BEEN MECHANICALLY COMPACTED AND ON WHICH STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND.ON WHICH P# 14377 6* OF CRUSHED'STONE HAS BEEN PLACED TO ENSURE STABILITY AND 6" OF CRUSHED STONE HAS BEEN PLACED TO E 11 NSURE S TAB ILITY AND FIN GRADE 99.5'± TO PREVENT SETTLING. TO PREVENT SETTLING. 7,-77 . 12.83', SEPTIC TANK CAPATICY: ELL.- REQUIRED 440 GALLONS AT 200 % DESIGN- DATA: 34" 24" PROPOSED 1500 GALLON TANK FOUR BEDROOM X lib 440 GPD REQUIRED FLOW 4890 48" � NO GARBAGE DISPOSAL ALLOWED 58" -7-r USE: CHAMBER TRENCH 33.5'L X, 12.8.3'W X 2' EFF/DEPtH NUMBER OF TRENCHES = ONE NUMBER OF UNITS = THREE GENERAL N I OTES: (33.5' + 33.5' + 12.83. + 1 12.83) X 2.0 1851 S.F. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM� TO DEP 33.5' X 12.83 = 429 S,I.F. LEACH TRENCH - END VIEW,'� ,TITLE V 'AND THEJOWN OF BARNSTABLE RULES AND REGULATIONS 6-14 X 0.7 4 454 GPD TOTAL DESIGN FLOW INSTALL THREE.iOO GALLON UNITS WITH FOUR FEET OF DOUBLE WASHED STONE FOR THE- SUBSURFACE DISPOSAL' OF' SEWAGE. AT SIDES AND ENDS 2. ACCESS PO�TS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" OF FINISHED GRADE ALL COMPONENTS .OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING . UNLESS THEY. ARE UNDER ,OR WITHIN 10' T.P. #1 '.-PERC <2 M/INCH T.P. #2 PERC <2 M/INCH T.P. #3 PERC <2 M/INCH T.P. - #4 PERC <2 . M/INCH OF DRIVES OR PARKING. -H-20 LOADING SHALL BE USED. UNDER OR WITHIN 10' OF DRIVES OR PARKING, UNLESS NOTED. EL. 99.8' oll -EL. '99.8'-oll _EL. 99.8' . '0. EL. 99.8' 0. 4. THE EXcAvATOR/CONTRACTOR SHALL CALL- "DId 'SAFE" AND-VERIFY THE LOCATION 'A' 'LS" 10 YR 3/1- 10 YR 3/1 10 3/1 'A' 'LS' 10 YR 3/1 OF SITE UTILITIES' PRIOR TO ANY EXCAVATION, -AND SHALL BE RESPONSIBLE FOR 'A' 'LS' "A' 'LS", -4 4- ALL MATTERS RELATING TO, ELECTRIC AND/OR- GAS EASEMENTS. -B. 'LS" 10 YR 6/8 'B' 'LS..; 'B" 'LS' 10 YR 6/8 "B' 'LS' 10 YR 6/8 5. SEWER PIPES SHALL B.E SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) 10 YR 6/8 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE -28" (EL*97.47') -28" (EL 97.47') 28" (EL 97.47') 8" (EL. 97.47') MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE .OF 0.02 FT. PER FOOT. cll MEDIUM .MEDIUM lb YR 7/4 "C- MEDIUM 10 YR 7/4 "c. MEDIUM 10 YR 7/4 8. EXISTING SYSTEM COMPONENTS' - IF ANY SHALL BE ABANDONED PER SAND 10 YR 7/4 SAND SAND SAND TITLE 5 REQUIREMENTS. EL 87.8' 44" EL 87.8-ii-144" EL 87.8-1 44" 1 EL 13701- 144" 9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE \WATER OR NO G\WATER OR SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. NO G\WATER, OR NO G\WATER OR NO G ES REDOXIMORPHIC FEATURES 10. ALL COMPONENTS SHALL BE MARKED* WITH MAGNETIC TAPE OR REDOXIM,OR.PHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATUR COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. c*I� SHEET 2 6F 2 JOB#: 5502