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HomeMy WebLinkAbout0620 CRAIGVILLE BEACH ROAD - Health 620CRAIGVILLE BEACH RD, CENTERVILb —A= 246-030 - No. 42101/3 ORA ESSELTE 10% U&I No. o . Fee 11w )/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftPIication for Misposai 6pstem Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. Owne 's Name,Addy ss,and Tel.No. Asses i elf s Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. &Vhl-�VCogs : 77/ doImCC e Type of Building: L4-drn f/ or, Z - 6 7wo S 4 W q R�� Dwelling No.of Bedrooms Lot S21 ( � I sq.ft. Garbage Grinder Other Type of I yp Building ,$��g �� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requi d) b gpd Design flow provided ✓ . 3 gpd Plan Date Number of sheets_ Revision Date Title Size of Septic Tank %y�/ Type of S.A.S. 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Signed Date Application Approved by Date Application Disapproved by Date for the following reasons p� Permit No.0'00q _?2 Date Issued 1{ `;� �•ip�i•�-f:;.,r.�t,.�'� ti.x F.................•,.•.��r.�-..-...,..�.,._.,, ,�,.-tom-.;4._.... ..._.�.�-�-�.--.....- 1. ;-...,y.�p.:s; ...,�.�'-" .,.- .."„�,�n .lN:�-�..: w No:�...- � ' .,� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Noposal bpstem Construction permit Application for a Permit to Construct( ), Repair(4pgrade( ) Abandon( ) ❑Complete System V Individual Components Location Address or Lot No. /w /`r�+��������o� Owner's Name,Address,and Tel.No. A�S�'s 0 3�el r/ t� ;T0& WXt�/1 Installer's Name,Address,and Tel.No. t Designer's Name,Address,and Tel.No. Type of Building: ,I q pti3ow)S'0{7„�� �/P iyt 7b 7w,g A r q 9,,bbjd ^ Dwelling No.of Bedrooms n _`� Lot Size (,✓ sq.ft. Garbage Grinder(/e) �2� Other Type of Building �/o�/Wlowr No.of Persons o Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requiired) i;� q q o gpd Design flow provided l �/� gpd Plan Date �//q�/�9 Number of sheets / / Revision Date Title ,S/7t" ,: /)AX Size of Septic Tank/ lyf2 m!'"�'/5J /N�3�Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r' S ++ 1 1 F 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal. Signed Date Application Approved by 'Date Application Disapproved by Date for the following reasons Permit No. o Date Issued I t 1 y-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO C/XR�TIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�� Upgraded( ). Abandoned( )by <© % 4(px�l7 at �/x/ // �,/ �'��j /� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.'U p° dated /1 - t)Gf Installer Designer v #bedrooms Approved design flow i-/IlJ gpd The issuance of this permit shall not be construed as a guarantee that the system will-fimc�c n as designed. Date 6 )1) t I1 fi Inspector (( ivv. /__ D No. 0 Doc[— r`jl�j f� �' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION 7.BARNSTABLE,MASSACHUSETTS Mi0g6'al f0pstem Construction J)ermlt Permission is hereby granted to Construct( ) Repair(✓) Upgrade( Abandon( ) System located at 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. Provided:Construction must be completed within three years of the date of this permit. Date ' V' Approved by Y"'Y\ .��- FROM :down cape engineering inc FAX NO. :15083629880 Nov. 12 2009i,09:21AM P1 Regulato.p. Services TIAnNSTABLE. MASS. PulAic lleafth ]Division ilk 6,3 2001"-aiu Strect,11yannis, IVIA QP260I Office: 509-1962-4644 FkLx: 508-790-6104 Tn,�taflcr & N)csipner o)rua Date. scwagc L L.%)V., coal AA AAA V Addremi: qX— Mix I .......... Z�1'70�1,0)Zl 115 6t� 7W;JS I.S",Ued a permitLeiin.tall a. ........... (installer) ptic system atfp ao vj(C AW4 based ou -a-desigudl-aWD. by a (adfiress) dated (deil I certify -01,81 (he Septic System.referenced above was installed substantially according to Clio design, which. ni.ay include minor approved changes such as lateraLrelocatiou of the distribution box and/or septic tank, I certify that the septic system referenced above was lusialled with u.14jor changes (I.C.. than 10' IaLcral rolocatioii of the, SAS or uny vertical reloc.ation of"ally c.,ol-ripolicni of the septic system) but ii-) accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. \,HOF4fj ss11/* OJALA DAN I EF L.A. civil. Nc.46502 Q/ST. Q ONA (Designer's SignaI'uxe) T)e,,.,JI1DCT-'S LSLiff,11)HCI-e) PLEASE JAP.TUAN,__,j'() 13ATKNSTABLE PUBLIC' HEALTH DIVISION. CERTEr-ICATE OF' WH.,L NC)T BE iSSUED UNTIL BUT111. TUB FORM it(N.0 AN'-0LJAJ,-)L' CAW) ATZR LiRC.f,,1VED BY THE BARNST.A10,P, DIVISA ON. TnAIW.YOU Q: Certilicatioa r'onn 3-26--K(ioc- TRANS. NO.: APPLICANT: ADDRESS: (mZo r DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO .i�f/.�a1';.1ad� Dom¢ 2+ fin... i.hyt 'tr tY.+aJ?,.�'i' '.\a. .1�..1.,t1Y. '•j�,�AIGE�� .1� ?Y`W91w. r...A d. A � ,,L.. 116.,.ti1) , Legal boundariesdenoted [310 CMR 15.220(4)(a)] ✓✓✓ Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15220(4)(u)] Locus Provided [310 CMR 15.2204(t)] ✓ Plan proper scale? (1"=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 areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] V' daily flow ✓ septic tank capacity(required and provided) ✓�/ (�?j<<7 soil absorption system(required and provided) ✓ whether system designed for garbage grinder ✓ �� North arrow [310 CMR 15.220(4)(g)] Existing and proposed 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)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (r)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] , Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR N6 15.220(4)(n)] Address Sheet 1 of 7 I i N/A OK NO Location of every water supply, public and private, [310 CMR / 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CNIR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located[310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) J Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CNM15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(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 approved for an upgrade 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? 1� [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] Materials specifications noted? [various sections of 310 CIVIR 15.000] System components not> 36" deep (unless Local Upgrade ,✓ � Approval or LUA requested) [310 CMR 15.405(1(b)] Address Sheet 2 of 7 N/A OK NO �j 1�TT $7 fsf f rr>r. w- •`t S LJI...S iC�A���v r i}T.`. 5':.. •' K: ,_ '+e'��W4 u��Jl fi� f t(jl �Y :•gyp P r Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] 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 uilet 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) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - / middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR /**17 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] � ��` Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] �r .w, rtmt ar:uFk-+a'x• 'IM'C a �' f f r- c:;sf , Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% 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 Sheet 3 of 7 ' •, ICI N/A OK NO �IUYDIl�fiG_ Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211(1)[11) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 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)] Siphon problem/ (leachfield below pump chamber) Endcaps or vent manifold specified? 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)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 Y CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 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)] Proper setbacks [310 CMR.15.211 (same as septic tanks)] Watertight 20-in numum access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, discormects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(e)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 N/A OK NO Calculations correct? , 4 feet of naturally occurring material demonstrated? [310 CDR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.2411 V,/ Inspection parts specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] � Each structure with one inspection manhole(if>2000 gpd must d' be to grade) [310 CMR 15.253(2)] Aggregate I'minimum- 4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet -maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever 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] minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM RI5.252(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)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only[310 CMR 15.252(2)(1)] Address Sheet 5 of 7 N/A OK NO Pressure Dosed S'ystein ? Provided pump and piping calculations as required [310 CDR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative / systems under remedial approval [310 CMR 15.254(2) and I/A V 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 (>2000gpd) good to note on plan [310 CDR 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 exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CDR 15.252(2) and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] �Grale ess 3�s�e.pn (I �e e Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface A tS ElrYlCdtlY, �e rYS ePP2 � ?�, CLe ers 4 Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance 77 11 fetvariances listed on the plan? [310 CMR 15.220 (4)(q) -=r; RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 / CMR 15.414] Address Sheet 6 of 7 N/A OIL ISO Is the system in a Designated Nitrogen Sensitive Area(Zone II for 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 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] Pum in to septic tank . 310 CNM 15.229 Shared System [310 CMR 15.2901 Address Sheet 7 of 7 E TOWN OF BAAnRNSTABLE LOCATION/��IC/ge,,%/ A SEWAGE# 20 VILLAGE ,0, ASSESSOR'S MAP&PARCEL ee51674 1 INSTALLER'S NAME&PHONE No f3,w.4111 6,,, 4,,✓ SEPTIC TANK CAPACITY LEACHING FACILITY:(type/ ., (size) /Q,d/'jC `//.1 X�R NO.OF BEDROOMS 7 OWNER �4J=°s ,(�c✓� PERMIT DATE: /f/lj e j COMPLIANCE DATE: 0 GI Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and 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 ✓/X-✓ ��r CA3i •J V6 1 . anr/o�OCw�N Town of Barnstable P# QgTKE P 1Departlnel]t of Regulatory Services /Q D Public Health Division Date a A&& 1� 200 Main Street,Hyannis MA 02601 9 Tinie �rJ Fee Pd. �1U0 ov Date,Scheduled `oil Suitability Assessnient for Set i qge Duisposall Performed By: Witnessed By.; ✓I LOCATION- ark G ENTERAJL INWOR IA.T�ON Location Address Owner's Name Address \ / Assessor's Map/Parcel: �T / C Engineer's Name J OtN NEW CONSTRUCTION REPAIR Telephone It 6 0&) 3k ',-IS VI Land Use \ �( Slopes(%) G—Z Surface Stones Distances from: Open Water Body / ft Possible Wet Area fl Drinking Water Well ft Drainage Way O.V ft Property Line ft Other ft S7Cl iCJH, (Street name,dimensions of tot,exact locations of lest holes c pert tests,locate wetlands'in proxintily to hales) 7Z IV ID i C...a C:) (� O \i N aD O �+ \ _ A rn (PRD ti 9� Parent material(geologic) � rc�AS/f- Depth to Bedrock, Depth to Groundwater: Standing Water in f101e:tiGN�C Weeping Il'om Pit Pura �"- Estimated Seasonal High Groundwater Ale Q 4VDE TERMI VA7CJ[ON l[OR SEASONAL. HIGH WATER 1I'ABJ[.,JE Method Used: Depth Observed standing in obs.hole: I/a, Depth to sgll IkIgUISS; .ftL�bea �-^ lu, Depth to weeping from side of obs.hole: _�^^^ ht, OYOuudwuleY At1f uslment,r ft. Index Well# Reading Date: Index Well level n Ad_i,factor A4J.OVOLntdwater Level�e PERCOLATION T.E ST -� )cult Ttu]n..../_k4m Observation / Holc# ! Time.at 9" U Depth of Perc ��/�l� Tlmat 6" Start Pre-soak Time @ �U�Gv _ 'Time(9'14) k End Pre-soak Rate Min./lncli L Z A Site Suitability Assessment: Site Passed_ Sitg-Failed: Additional Testing Needed(YIN) Al,) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- *-**If percolation test is to lle`Conducted 1Nlttlill 100' of Wettand, you must UrSt UOtify t➢ic. Barnstable Conservation MvISi0i1 Fit leaSt Oile (1) weelc prior to beginning. Q:\S EPTIC\PERCFORM.DOC IDLE �J �-OBS]ERVATION IOL + L.GG Depth from Soil Horizon Soil Texture Hole # Surface(in.) Soil Color Soil Other r (USDA). (fvtunsell)'' Mottling (Structure,Stones;Boulders. Z_ / � C011sistency. `% ravel '/6.y/2 So�ry .C2tiR yC y- �7 413 L S )0 y2 Depth from Soil Horizon Hole # Surface(in.) Soil Texture Soil Color (USDA) Soil Other _ (Mansell) Moltling (Structure,Stones, Boulders. L/ IG,Y Z Censis enc %Orxvel—_ - 2 r)E EP®BS RVATI®N�3®L� LOG from Soil Horizon # Surface(in.) Soil Texture Soil Color Soil (USDA) (Mansell) MottlingOther (Structure,Stones,Boulders. Co siste c t7 Val Depth from ]I E EP OBSERVATION HOLE LOG Soil Horizon Hole#_ Surface(in.) Soil Texture Soil Color Soil (USDA) (Munsell Other Mottling (Structure,S(oneg;Boulders, Consi ten � a I i Flood Insurance Rate M ; Above 500 year Rood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes _ nth o�.11y Occbsrring Perryious ldlaterial Does at least four feet of naturally occurring pervious material exist in all areas Observed throughout the Weil proposed for the soil absorption system? If not, what is the depth of naturally occun'ing pervious materinil? W )Ce>rti�catlon I certify, that on (date)I have passed the soil evaluator examination approved b the Department of Environmental.Pr is otectaon and that the above analyQis was performed b me con sistent cite � Y srstent to faired trainia with 9 a exper tise/� p and experience described in CIO C1bII2 15.017. Signa l.117C—6T.�r `% j c —!' �� w.a. Date �� r Q\SEPTICIPERCFORM.DOC i �z # ASSESSORS MAP N0__ foa PARCEL N0: _. ._ THE COMMONWEALTH OF MASSACHLSETTS EOAR® , OF -HEALTH . TOWN.... OF..........SANDWICH ................................................................. Appilration for B opoottl Mur1w Tonotrnrtion Vrrutit Application,}' hereb made for a Permit to Construct (9/) or44epair ( �.4 Individual Sewage Disposal System at: b ��A9'Ii6C�6 , 1 :. ..»4lClfl�lYn ...1. ►...l.�.l�rc....1..�4 . 5...... ---- t,---Ad ^... or Lot No. .... .)—`... »..�atr.a.. .I....... ........................ .........................................»..........»......................»_... ... Owner -q -Address a ..... ?'��. •a 4 .......» t h.*. �i►-....`7 ..... xn , tb��..1?�........ . ..................... .. . ... . .... .... ....................... Installe Ct n 1 J i Address 1 e,�- Type of Building , 1 ` �Z , Size Lot..�1.����...1........Sq. feet .... 0-4 Dwelling—No. of Bedrooms...........................................Expansion Attic Garbage Grinder (k)b N Other—T e of Building ... No. of persons............................ Showers — Cafeteria x tu .......................................................................................... .. ,( ( ) i WW Design Flow.Other fixturesegallons per person pe r day. Total Bail t ow.:..:...................................gallons. WSeptic Tank—Liquid*capacity..,��allons Length.,Z.:G... Width:(c�..... Diameter................ Depth...�.�4 Y' V') x Disposal Trench—No..................... Width........... ...._ Total Length......... tt Total leaching area-.... ............sq. ft. Seepage Pit No...........f........ Diameter.......ld-dk... Depth below inlet.....(Q �...... Total leaching area_... ?.....sq. ft. z Other Distribution box ( ) Dosing aPercolation Test Results Performed by.......J.... . ... QICS. .... . . ............... Date....Q3:.z :.e1�......... p p epth to ground water.. 0AC........ Test Pit No. I.....Z.....minutes per inch Depth of Test Pit..... i t...... tx, Test Pit No. 2................minutes per inch Depth of Test Pit.....'a.Q.... Depth to ground water.. ..e!xa>.s�to � Description of Soil. .a: :.�:o.}.�4!'l'�L.` .�: '. :��... IDBaM........ !�?.1�..`..3. ._ .....lR1-A..... �., .: ��.............. o ..... ........................ :........................................................... U Nature of Repairs or Alterations—Answer when applicable...:........................................................................................... ................................................................................................................................... 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 Compliance has b n i ed by the board of health. �� v J•t � Signed .���/..�.... ...... ... ..................:......:................. .... ......'�................... ApplicationApproved � �••<+c ................... ......................... ................................................ � � We Application Disapproved for the following reasons: ........................................................................................................................................ •. ....................................................................................................................................................................... Permit No. ......I.�.. . '.... r ......... Issued .....'.............���....!."�.. ......,... ....... Date No �` � Fa;e ....._. ..... ...._ THE COMMONWEALTH OF MASSACHUSE-rrS BOARD OF HEALTH ..TOYN..... OF................. .............................................................. Appliratinn for Di,spnnul Works Tnnitrur#inn Permit Application is hereby made for a Permit to Construct (./(or Repair ( ) an Individual Sewage Disposal System at: i,�G ��'1, � ✓' ��r �c�i � 19 ....� ............... .............1.�?: .,... .ire....:....!.......... ...1... .-...�`'..? ......... tlou•Ad rus Lot L or No. ...................... ........................................... ..........................__... ... W - Owner Address ,� �. ........ ,.;:. -....4 .................................................................................. Installe Address Type of Building Upn 'J 1 M •R(-cl Size Lot..��.} .:.....Sq. feet a Dwelling—No. of Bedrooms...........................................Expansion Attic ( Op Garbage Grinder (0),,3 p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ........................................................................................................ .t , ..... ..................... ..... W Design Flow...................................................................gallons per person per day. Total daily flow........... ....................gallons. Ri Septic Tank—Liquid"capacity..V5 allons LengthAf.G!.. Width:(P........... Diameter................ Depth... _ Disposal Trench—No..................... Width...........,.....Total Length......... t 1 Total leaching area.... .............sq. ft. 3 Seepage Pit No...........1........ Diameter.......la. ..... Depth below inlet.....(a.:9...... Total leaching area.... iE....sq. ft. Z Other Distribution box ( ) Dosing ( ) �14-.�.�. epth Percolation Test Results Performed by...... sKYS. .. Date....�3:.z.�..:. .1.......... Test Pit No. I.....:Z.....minutesperinch Depth of Test Pit to ground water.. . .CM:........ Lt. Test Pit No. 2................minutes per inch Depth of Test Pit.....:�JP..... Depth to ground water.. .VT)LQU;;n � O Description of Soil. ..v:4?::�: .�.!-�Vp:1'h..� .I.:v.-.. 5.... l�6ynn....:....5�'!a.Y.?............................................................}.i;..4:a.. x �.. ... j............... Q :5 �....�:�t .... ... ..... ... .... .... ..10,.E..... W ........................8............................................................................................................ 1................................................................ V Nature of Repairs or Alterations—Answer when applicable............................................................................................... ........................................................................................................................................................................................................ 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 Compliance has been issued by the board of health. Signed ............ ......................... . . _ �.. .................................. ............ .......... Vale Application Approved B ...... , ,� .:. ,yr �� Application Disapproved for the following reasons: ..........................................................................................................:.....ate.................. ................................................................................................................................................................................................................ ........................................ L ..... Permit No. ..,,.,7-� . �............ Issued .....................� 1�''.�,��. ..... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �...1�/ ........ OF ...... . ..~.... .. .... (gertifirate of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ......................... ......... 1...:.................................................................................................. at ........... �c,9.. �-a�! %n. �.. -G-� .... ... f�.......:..`���....r ... . .............. has been installed in accordance with the provisions'of TITLE 5 of The State Envit nm ntal Code as described in the application for Disposal Works Construction Permit No. ............. ...r....`7 .; dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT EC NSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................................................................................................ Inspector .............................:.................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No......................... ....................... FzE........................ �in�rn�tt1 nrk,� �un�#���r#inn �fi>Qrnti# Permission is hereby granted...................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo..................................................................................................... .............. Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... DATE................................................................................ Board of Health FORM 1255 A.M.SULKIN CO. TOWN OF BARNSTABLE LOCATION C2e!!qj 12i SEWAGE # 95 7(67 `MLAGE (--2.0 (�� �. !mil ASSESSOR'S MAP&LOT 2y(a- 3® INSTALLER'S NAME&PHONE NO. w & (2O 6 Z ,>&Q w S&P-tZ e. 7'76 s S 7*T(. SEPTIC TANK CAPACITY 1 S OO G(4( A�' LEACHING FACILITY: (type) (size) 1,000 4/I( y`54aw(= NO.OF BEDROOMS 't L BUILDER OR OWNER Y n t CkA► (A `(fit,)y6-9— f PERMITDATE: COMPLIANCE DATE: l O 13 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and 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 1 A e L iV/Y f I 1 .003 de At All AQ S ` W A Y of f2� 1ZOA�� FORMERLY GILBERT PERCY A. ' {1 t e r E d OF 41 IAND�RS GAULEY �. Q MAULX. CIVIL o; MERITHEII� s; q ASSESSORS MAP �2 p ssio� tva. .. w 11359f � cr T .f ~ \ so O \ �> � A� 6o' cS 0 AL E �, q�✓p.SU(i�Ey UTII S' s�f 6' y p� s l BENCHMARK � ��p• � O � •o •z10 ��/ TOP OP WATER SER DICE GATE. 19 c NOTES. 1N Q , o' PLAN REF.: 77/141 o e 0 �/ ti / FLOOD ZONE' "C" SEPTIC CY RES. ZONE' "RB" TANK \ l ASSESSORS MAP.- 246-30 0 �� .01 0 O 6�0- �. GARAGE fnd / SLAB DNE / PROJECT LOCATION: s.0- DRIVEWAY l O (c) / CRAIG VILLE BEACH ROAD D-BOX N LEACHING PIT l �� - BARASTABLE, MA APPLICANT.' MICHAEL D WYER / 4 BARNSSTABLE ROAD HYANNIS, MA 02601 1.0' TRIPO UT\ �- I� , �' / YANAFE SURVEY CONSULTANTS N8�4�10 o UNIT 5, 40E INDUSTRY ROAD i P. 0. BOX 265 `sue `9G p8' ' ti� MARSTONS MILLS, MA. 02648 I P. 0 fnd./ ,�� TEL. 428-0055, FAX 420-5553 EARNEST A. & ����' SCALE 1 "= 20' DATE 03114/95 CA THERINE V. HOXIE / Q REV REV JOB NO. 50655 SHEET 1 OF 2 52.5 PROPOS,'D t TOP OF FOUNDATION " 26 " MIN. —! CONCRETE COVERS 52. 0 EXISTING GROUND EL.=52. 0 EA ISTING 2' -- LE VEL CONCRETE CO VERS 51. 0 f EXISTING 4" CAS'�TIR611� / ice . � � i / / � ii � � � � � � i / � OR SCHEDULE40 12f / i / / , P. V.C. PIPE 12' S=0. 02, D=19' 4" SCHEDULE 40 P. V.C.DIS, 7 ' 2'LA YER OF PIPE — MIN. M N FLOW LINE S=O. Ol D=38 BOX WASHED STONE 10" S=O. 01, D=40' / PRECAST . INVERT 1MIN 19" 6^ SS oo LEACHING/ CRUSHED oS w EQUIVALENT EL.=-49.1 0— INVERT o ry PIT OR — 48. 47 S T ONE S oSoSBS%S%S�SINVERT q o J INVERT EL.— _ 47 92 / EL.= 48. 72 EL.----=— . cc INVER STRIPO UT FROM IN o 6' 3/4"' TO 1-1/2'" 1500 GALLONS — 48. 09 3.5' TO 10.5' EL,= 47.52 c cc WASHED STONE SEPTIC TANK EL —_____ --_— o w . o c, EL=41.5 LEACH PIT 14 4' 6' PROFILE OF 14'DIAM. - l SEWAGE DISPOSAL SYSTEM NOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL= 37.5 ALL ELEVATIONS ARE ASSIGNED J LANDERS—CA ULEY WITNESSED BY: EDWARD BARRY ®�HEAL TH OFFICER „r JOHN �G 'Ju' LANDERS. ULEY SOIL LOG TOWN OF BARNSTABLE ` cwiL y GENERAL NO TES P NO. 8422 PERGOLA TION RATE _2_ MIN./ INCH No.35101 L TION OF NEW SEWERAGE DISPOSAL SYSTEM. — — �%^ i 1. THIS PLAN. IS FOR INSTAL A DATE 03 23 95 IE 2 PLAN REFERENCE BOOK 77 PAGE 141. 3. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 2 TEST HOLE I AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN . DA TA.- EL. = 51.5 EL. = 52. 0 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE. SUBSURFACE DISPOSAL OF SEWAGE. LOAM �' LOAM NUMBER OF BEDROOMS FOUR (4) 5 ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN NONE 12" OF FINISHED GRADE. 3 0' LOAMY SAND 5, LOAMY SAND GARBAGE DISPOSAL 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE MED. TO 440 SAME, UNLESS NOTED BY FINAL CONTOURS. CLAY TOTAL ESTIMATED FLOW GPD 7ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE FINE SAND 6. 0 ( __110_GAL./BR./DAY x _4_ BR.) OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER VARIED LA YERS -- OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING BROWN FINE 10.5 OF SAND&CLA Y SEPTIC TANK CAPACITY _1250 _ SHALL BE USED UNDER OR WITHIN 10" OF DRIVES' OR PARKING. MEDIUM UNLESS NOTED. LEACHING AREA REQUIREMENTS 8. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL SAND MEDIUM BE MORTARED IN PLACE. 12' SAND SIDEWALL AREA 264_ GAL./S.F. 264x2 5=528 _ 9 BOTTOM AREA 154 GAL. S F 154x1. 0= 154. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 14.5 --- DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & S)DEWALL) 814—GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NO WA TER ENCOUNTERED THE SEWERAGE SYSTEM IS DESIGNED FOR A 10. THE EXCAVATOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND MAXIMIUM CAPACIY OF FIVE BEDROOMS. UTILITIES PRIOR TO ANY EXCAVATION. THE WATERGATE WAS NOT FOUND" THE GENERAL RESERVE LEACHING CAPACITY 814—_ GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT. SHEET 2 OF 2 JOB NO.: 50655 52. 5 PROPOSED FOUNDATION 20 MIN. CONCRETE COVERS EXISTING GROUND EL.=52. 0 EXTISTING 2 LE VEL CONCRETE COVERS CASITIR6N 12't Tr-7 . � / / 51. 0+ EXISTING • OR SCHEDULE 40 / � � � � � i / / � / � „ � WASHED STO � ' P. V.C. PIPE 4" SCHEDULE 40 P. V C. ;Y' z"LA YER OF J=0. 02, D=19' PIPE - MIN. 8 X M N. NE. FLOW LINE s=0. O1, D=38 INVERT 1 10" S=0. 01, D=40' PRECAST N. 19" 6 0 0 ,o g LEACHING/ EL.=_49.10_ INVERT CRUSHED %o o PIT OR INVERT W ° EQUIVALENT STONE% oag0000008 8 q J INVERT EL.= 48_47 47 92 ° / EL.= 48. 72 EL.----=— o• °c 1500 GALLONS STRIPO UT FROM IN ° 6 °` 3/4" TO 1 iO INVERT o V WASHED STONE SEPTIC TANK EL,=_48. 09 3.5 TO 10.5. EL.- 47.52 0 oc ° w �' �EL=41.5 LEACH PIT 4' 6' 4 PROFILE OF 14'DIAM--y- `� SEWAGE DISPOSAL SYSTEM _ NOT TO SCALE BOTTOM OF TEST HOLE OR OSGS PROBABLE WATER TABLE EL=_37.5_ ALL ELEVATIONS ARE ASSIGNED J. LANDERS—CA ULEY WITNESSED BY: EDWARD BARRY HEAL TH OFFICER A� _ JOHN �yG _ LAND•a 'cAULEY m SOIL LOG TO WN OF BARNSTABLE Cl IL 'GENERAL NOTES P NO. 8422 PERCOLATION RATE _2 _ MINI INCH No.35101 £�FSPEQ 1. THIS PLAN IS FOR INSTALLATION OF NEW SEWERAGE DISPOSAL SYSTEM DA TE 03--23-95 q 2 PLAN REFERENCE BOOK 77 PAGE 141. 3. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 2 TEST HOLE I AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN DA TA: EL. = 51.5 EL. = 52. 0 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE. TOWN OF BARNSTABLE RULES AND REGULATIONS FOUR 4 FOR THE SUBSURFACE DISPOSAL OF SEWAGE. LOAM �� LOAM NUMBER OF BEDROOMS 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE. 3 0, LOAMY SAND 3.5 , LOAMY SAND GARBAGE DISPOSAL NONE 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE MED. TO SAME, UNLESS NOTED BY FINAL CONTOURS. FINE SAND 6 0 CLAY TOTAL ESTIMATED FLOW 4 GPD 7. ALL COMPONENTS OF. THE SANITARY SYSTEM SHALL BE CAPABLE _ 110_GAL IBR.IDA Y x _ BR) OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER VARIED LA YERS OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING BR WA FINE 10.5 OF SAND&CLA Y SEPTIC TANK CAPACITY SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING MEDIUM _UNLESS NOTED. ,SAND MEDIUM LEACHING AREA REQUIREMENTS 8. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 12' SAND SIDEWALL AREA _26'4 GAL.IS.F. 264x2 5=528 BE MORTARED I1V PLACE. BOTTOM AREA 154_ GAL. S F 154x1. 0= 154 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH - 14.5 -- DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY BOTTOM & SIDEWALL) 814 GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. NO WA TER ENCOUNTERED THE SEWERAGE SYSTEM IS DESIGNED FOR A 10. THE EXCAVATOR CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND MAXIMIUM CAPACIY OF FIVE BEDROOMS. UTILITIES PRIOR TO ANY EXCAVATION. THE WATERGATE WAS NOT FOUND, THE GENERAL RESERVE LEACHING CAPACITY 814 GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT. SHEET 2 OF 2 JOB NO. 50655 i SYSTEM PROFILE MARKED WTHCMAGNETICTTAPEAOR BE iALL SYSTEM NOTES PROVIDE WATERTIGHT 20" MIN. DIAM. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROP. VENT ° 1. DATUM IS ASSUMED n ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE �o\c �� TOP FOUND. EL. 22.75' 2. MUNICIPAL WATER IS EXISTING \ MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �oL PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (TYP.) UNITS TO BE AASHO H-12 o 2'0 4"OSCH40 PVC o 20.6 2" DOUBLE WASHED PEASTONE PIPES LEVEL 1ST 2' OR GEOTEXTILE �ABRIC 5. PIPE JOINTS TO BE MADE WATERTIGHT, m�o us 10" 14" a o q _ or oe Ln EXISTING 18 6 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 1500 GAL H-10 �o WITH TEE SEPTIC TANK** TEE 19.2'f* ° o°oo_ ° 6" MIN. SUMP o000 0 0 310 CMR 15.000 (TITLE V.) GAS BAFFLE: 12" MIN. INT. DIM. 1$'1' If �1 If7. THIS PLAN IS FOR PROPOSED WORK ONLY AND ille 18.29' 18.12' oogo0 2 0 0 16.1 ' NOT TO BE USED FOR LOT LINE STAKING OR ANY Lon Cb epL C ` OTHER PURPOSE. H-20 3050 INFILTRATORS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Nantucket 3/4" TO 1 1/2" DOUBLE WASHED STONE 6" CRUSHED STONE OR MECHANICAL 9.CONCEALED INSPECTION BY BOARD OF Sound NTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25' 6.4, HEALTH AND PERMISSION OBTAINED FROM BOARD ( 1.5% SLOPE) OF HEALTH. FOUNDATION EXIST. SEPTIC TANK 63' D' BOX 4' LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP FACILITY CALLING DIGSAFE (1 888 344 7233) AND NOT TO SCALE VERIFYING THE LOCATION OF ALL UNDERGROUND & *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE BOTTOM TH-1 9 7' WORK. ASSESSORS MAP 246 PARCEL 30 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED LOCUS IS WITHIN FEMA FLOOD ZONE C SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. NO CONSTRUCTION PROPOSED 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LEGEND y I D VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE AND REMOVED OR PUMPED AND FILLED WITH CLEAN IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR SAND. BY HEALTH INSPECTOR 99 - EXISTING CONTOUR PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED X 99 BY THE BOARD OF HEALTH REVISED DURING A PUBLIC EXIST. SPOT ELEV. HEARING HELD ON AUG. 4, 2009 ,I 99 PROPOSED CONTOUR 3) FAILED SYSTEMS ONLY : SOIL ABSORPTION SYSTEM INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW .70 SYSTEM DESIGN. 198•4] PROPOSED SPOT EL. GRADE NTH PROPER VENTING (PIPED TO THE ATMOSPHERE) TH 1 AND WITH H-20 LOADING, BUT IN NO CASE SHALL THE SAS 2� 9 BE LOCATED MORE THAN SIX FEET BELOW GRADE. GARBAGE DISPOSER IS NOT ALLOWED TEST HOLE �2.00, 2>_ SLOPE OF GROUND DESIGN FLOW: 4 BEDROOMS ® 110 GPD =440 GPD 21.27 USE A 440 GPD DESIGN FLOW 71, UTILITY POLE x 21 LOT AREA .56 FIRE HYDRANT 2� �ys111,359± S.F. 98 SEPTIC TANK: 440 GPD (2) = 880 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING / 3 ' RE-USE EXISTING SEPTIC TANK ** 20.35 0.33 T DECK 20.55 LEACHING: TES'1 ' HOLE LOGS � SIDES: 2 (41.5 + 10.25) 1.85 (.74) = 141 GPD EXIST. DWELLING 1. x 21 76 TOP FNDN = BENCH MARK - CORN OF 22•75' BOTTOM 41.5 x 10.25 (.74) = 312 GPD ENGINEER: ARNE H. OJALA, PE, SE BRICK STOOP EL. = 22.6 TOTAL: 613 S.F. 453 GPD WITNESS: DAVID W. STANTON, IRS ®21 NOVEMBER 1. USE (5) 3050 INFILTRATOR CHAMBERS DATE: NOVEMBER 9, 2009 0 02 4 21.8 WITH 3' STONE AT ENDS AND 3' AT SIDES PERC. RATE _ < 2 MIN/INCH �� 3 BRICK N 1.43 CLASS I SOILS P# 12748 WALK / 1 \w® 1.85 ELEV. ELEV. 21.7 � / "., 1.65 0» 21 .7' 0" 21.7' x 21.91 z 1.70 / 2 68 FILL FILL PAVES 21.82 APPROVED DATE BOARD OF HEALTH 14" 14" 5 PARKING o ' MA TITLE 5 SITE PLAN AB AB �y z OF h LS LS ' G ry 57 10YR 2/1 10YR 2/1 x 22.06 27" 27» 21.7 ` 620 CRAIGVILLE BEACH ROAD .70 1.84 2 `'RAVEL B PARKING CENTERVILLE B MS MS TH1 TH 1 6 APPROX. LOCATION OF EXISTING LEACH PREPARED FOR I 10YR 6/6 10YR 6/6 PIT (SEE NOTE 12) 43" 18.1 43" 18.1' ;2 7 BORTOLOTTI CONSTRUCTION/ C1 C1 21.76 21 PERC CS CS so.sa' 22.15 OCWEN BANK I 1.59 FENCE 21.61 96„ 10YR 7/6 96„ 10YR 7/6 ( 1 21.77 21:61 NOVEMBER 9, 2009 21.24 C2 C2 21.43 4��I�AOEhtAss �Z p off 508-362-4541 q <A ass - fax 508-362-9880 PROP. VENT WITH CHARCOAL FILTER �o` DANIELA °y ° DANIEL downca e.com FMS FMS AND BUGSCREEN (FINAL PLACEMENT BY x 21.26 �� � �� H f A. P CONTRACTOR WITH HOMEOWNER . OJALA clown cope engineering inc. 144" 1 OYR 6/4 9 7' 120" 1 OYR 6/4 CONSULTATION) 46502 No.40980 1 1.7 o `, civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' Lc Al �G�.¢` uR1 land surveyors . t ` 939 Main Street ( R to 6A) mmmO�_25� DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 5o FEET YARMOUTHPORT MA 02675 09-259.dwg (sbo) i i II I