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0267 SCUDDER ROAD - Health
-767 Scudder Road (_)stet':ail lc A=- 139-013 r I f y�P�Ne r Barnstable AR, Town.of Barnstable aicaC""� R BARNSTABLE, " Board of Health, ., 9 MASS. Q �O 1679• ��� AIFo MAr a, 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi } September 29, 2010 Mr. Glen Harrington 9 Leda Rose Lane Marstons Mills, MA 02648 RE: 267 Scudder Road, Osterville A = 1'39-013 Dear Mr. Harrington: s You are granted variances, on behalf of your client, Elizabeth Gould, to.install an onsite sewage disposal system at 267 Scudder Road, Osterville: The variances granted areas follows: 310 CMR 15.405 (h): To allow a force main and sewer line,to be installed within ten feet.of a water supply line. Section 360-1, Town of Barnstable Code: To place a septic tank'52 feet away from a'bordering vegetated wetland, in lieu of the 100 feet minimum separation:distance required. Section 360-1, Town of Barnstable. Code: To place a pump chamber 54 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices-, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according.to the MA Department of Environmental Protection: (2) The septic system shall be installed in substantial compliance with the engineered plans dated September 27, 2009. Q:\WPFILES\HarringtonGouldVariance2010.doc r z (3) The professional engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the -system was installed in substantial compliance with the engineered plans dated September 27, 2009. This variance is granted because, in the opinion of the Board, the.revised plans would be designed to meet the "maximum feasible compliance standards contained in the State Environmental Code, Title V. Sinc ly you n Mill r, M.D. Chair an Board of Health . J Q:\W PFILES\HarringtonGouldVariance2010.doc �cnr�- � , N� � DATE. .FEE: • swtt�x.� $ . NAM � RSC. BY " Town of Barnstable SCE. DATE:/ dl6 Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A Miller,M.D. FAX 508-790-6304 Junichi Sawayanagi Pau17.CannifL D.M.D. VARIANCE REQUEST FORM LOCATION 1 Property Address: �Z 6 7.=SG'v olde,,- 41,=t=d(Tee' i ille, p Assessor's Map and Parcel Number 139Z,013 Size of Lot 2! y o o.� f�. Wedands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: :`ot, . Phone 4-or #Zr 70T Z- Did the owner of the property authorize you to represent him or het? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: 'r-1,4LI-e i tl"O lc( Name: ,� S Address: Z6? fGv4Qler Address: Phone: 7Z/0 -0 3!Z Phone. Sa r ?76 VARIANCE FROM REGULATION o wt Rcs.) REASON FOR VARIANCE(May attach ifmore space needed) C/ tJt,.G,4!e dd .ti ja cA-je- Jeri�rL !.e oul7?at!e -fa a A--t_ o l 7R.g 4 d7 -71"'��irw �yLrJ pc-- v9 d�TJ�DS� a G�A,,gL -B .r-Z 4eA-t du ct ffGt✓ A.,,,d loGc�d,�r-• t�Gt 9 let, ' D wi�tE���el�c'„B iS Crass NATURE OF O ouse Addition 0 House Renovation ❑ Repair of Failed Septic System ( P by f a,,�'-Per S request application) Checklist to be completed o ee staff-person son receiving variance uest licatiort 3'Please submit copies In 4 separate completed sets. Four(4)copies of the completed variance request form ; _ Four(4)copies of engineered plan submitted(e.g.septic system plans). C CD _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer oi- gistered sanitarw Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) iF Signed letter stating that the property owner authorized you to represent himlher for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at app4lcant's expen=(forinle V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance regixests only) 03 Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals arrse ownerZe onl Outside dining Vauvaflce renewals tsarnc ocmer/leasce onlyj,and variances to repair failed sew m age disposal systes(only if no e:cp- on to the building proposed ' Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED ltmichi Sawayaragi REASON FOR DISAPPROVAL Paul J.Cmrniff,B.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM ^�c� C DATA SENbER: COMPLETE THIS SECTION . . ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date f Delivery N item 4 if Restricted Delivery is desired. I ■ Print your name and address on the reverse so that we can return the card to you. C. Sign tore �� ■ Attach this card to the back of the mailpiece, �! ❑Agent or on the front if space permits. �J ❑Addressee 1. Article Addressed to: D. Is d liv a ess different from item 1? ❑Yes ` If YES,er}tef'delivery address below: ❑ No $O S TON i C � fat' 3.gse i e e ert"fie aila❑ Mail i 4 ❑ Regis e�l z o � rR,a rn Receipt for Merchandise .L Q ❑ Insured Mail` .D. 4. Restricted Delivery?(Extra Fee) ❑Yes Article Number(Copy from service label) 7005 1820 0004 7853 1270 Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 I T UNITED STATES POSTAL SERVICE • ._ .. __, .,first=E'faF Mail • � .„.:,mow:_ ' `•.. _r,,,,,,,.. k Sender: Please print your name, addri6ss;and �t.�..ii�'tfiis boit� Glen E.Harrington,L.S. 9 Leda Rose Lane Marstons Millis,MA 02648 r TRANS.NO.: CITY/TOWN: �¢flL,6- ®f 7t2v1J-JA APPLICANT: J5-gIC S7'Ft/E/l/f' J72FJ/E4-1 atifX. ADDRESS: ZG 7 . C�d of er AM D T T DESIGN FLOW: 1330 gpd REVIEWED BY: rL E• rvi[�9'�o�i,, L.J. DATE: Z� N/A OK NO GENERAI. Legal boundaries denoted 310 CMR 15.220(4)(0) 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?(1"=40' for plot plans, 1"m 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]-i 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)(0] ✓ daill flow septic tank capacity re uired and provided) q"oo ' soil absor tion s stem re uired and rovided whether s stem desi ned for arba a index North arrow 310 CMR 15.220 4 Existin and ro osed contours 310 CMR 15.220 4 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 i Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220 4 i Percolation test results match loading rate? 310 CMR 15.242 Certification statement by Soil Evaluator 310 CMR 15.220(4)(1 Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR 15.220(4 n Address 76 -7 ® S7 Sheet 1 of 7 f 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 gavel 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 CMR 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 Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR 15.220(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 v 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? rf [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 jApproval or LUA requested) [310 CMR 15.405(1 Address 2 6 7 SG✓ o�l1i� WoC, O S(, Sheet 2 of 7 ` N/A OK NO SEPTIC TANK Size OK? 310 CMR 15.223(t)] ✓ 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)] .� \ a Note regarding installation on stable compacted base [310 CMR ✓ b 15.228 1 Separation between inlet and o et tees(no less than liquid depth) 310 CMR 15.227 2 Inlet/Outlet elevations at least 2" bove high groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA 310 CMR 15.405 1 k V 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 Three access covers(inlet and outlet must be 20" of greater) - middle access at least 8" b 7/07 310 CMR 15.228 2 Access to within 6 "of grade -one port for systems<1000gpd, ✓ twa for systems>1000 g2d 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation 310 CMR 15.211 QA Buoyancy calculation Required/Done 310 CMR 15.221(8)] ✓ H-20 Where appropriate? 310 CMR 15.226(3)] ✓ Setbacks from resources 310 CMR 15.21.1 ✓ Multi-Com artment Tanks a x Required when other than single-family dwelling®r flow>1000 d 310 CMR 15.223 1 b First compartment 200%daily flow, Second compartment 100% daily flow 310 CMR 15.224(2)and 3 "Ll"pipe through or over baffle,outlet of each compartment with {,. as baffle or approved filter 310 CMR 15.224(4)] Address Z 6 7 0377 Sheet 3 of 7 N/A OK NO BUI LDING SEWER AND OTHER PIPING,n. 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 V/' sewer cross see 310 CMR 15.211 1 1 0 Cleanouts required/provided ? 310 CMR 15.222(8)) ,✓ Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] 2 Z Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 6 310 CMR 15.222 6 Proper pitch on all runs?(.005 within gravity-distributed trenches 01 and beds) [310 CMR 15.251(9)and 310 CMR 15.252 2 c VIA 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 Materials specified (310 CMR 15.251(5)specifies various pipe /✓ lypes allowed) l/ DISTRIBUTION ROB 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 CMR 15.323 3 a V Riser if deeper than 9" 310 CMR 15.232(3)(D] .� Inside minimum dimension 12" 310 CMR 15.232(2)(b)] ✓ Minimum sum 6" 310 CMR15.232 3 e ✓r/ Watertight cover if<2000gpd);waterproof manhole if>2000gpd ✓� 310 CMR 15.232(3)(d)] PUN P CHAMBERS Capacity(emergency storage above working design flow)? [310 ✓ CMR 231 2 Proper setbacks 310 CMR 15.211 same as se tic tanks .l 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 r Alarm floats-alarm on circuit separate from pumRs specified? .✓ Exceeds two units must have two pumps operating in lead-lag . mode. 310 CMR 15.231(6)and(8)] VVI I.,- Stable Compacted Base 310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? 310 CMR 15.221 @k Sheet 4 of 7 Address 49 7 J Gv dJ91.JU, 0 S / N/A OK NO SOIIi,ABSORPTION SrS`f>ENIS(SAS)GENERAL i000, Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(t)] vv Required separation togroundwater? 310 CMR 15.212 Aggregate specified as double washed 310 CMR 15.247 2 System renting required/provided?(system under driveway or >36"dee 310 CMR 15.241 'Inspection ports specified and within 3"final grade? [310 CMR /✓ 15.240 13 V Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document GAIJI ERIES,PIT'S,CHA1V BERS.. 10 C1 I5.253 Chambers and Gal. in trench configuration supplied with inlet everX 20 ft. 310 CMR 15.253(6)) (/v Each structure with one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253(2)] Aggregate I'minimum-4'maximum. 310 CMR 15.253 1 b vr/ 2' sidewall credit maximum 310 CMR 15.253 1 a In bed confla2ration, inlet evea 40 s . f. 310 CMR 15.253(6)] TRENCHES 310 CNIR 15.251 � Width 2'minimum 3'maximum 310 CMR 15.251 Q 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 BED SAS aximurn size of bed or field 5000 ' d minimum 2 distribution lines J310 CMR 15.252(2)(0] 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 Separation between beds 10'minimum. 310 CMR 15.252(2 Bottom area used in calculations only 310 CMR 15.25 2 2 i Address © S Sheet 5 of 7 a s N/A OK- NO DID THE PLAN INVOLVE Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 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 Remedial Use Approvals] If used in gravel less system-make sure jet is directed as not to scour soil interface Guidance Document Inspections once per year(systems<2000 gpd)or quarterly >2000 dgood 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 15.25 5 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 CMR 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 Gravelless S stem I/A A royal Lear . ; Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Alternative Septic System UA A royaletters Was DEP Approval better 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? An alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Variances Are the variances listed on the plan? [310 CMR 15.220 r 4 RLS Stamp necessary on plan if a component is within five feet of Rropea line 310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414 Address (9 SWoL��, Sheet 6 of 7 t 3 � N/A OK NO Nitro �n.5�nsitive Areas Is the system in a Designate RitroSen Sensitive Area Gone H for a public supply well)? [310 CNW 15.214, 310 CMR 1.5.215 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 l Miscellaneous Pumping to septic tank? 310 CMR 15.229 Shared System 310 CMR 15.290 (` Address �iG 7 d /lv / , ®s✓ Sheet 7 of 7 r 'Map Page 1 of 1 Town of Barnstable Geographic Information System New Search I,Home elp Parcel Viewer Custom Map Abutters Map Sire. Zoom Out ', I I El I MIn . Turn map layers y 7PG selecting check boxes below /�...rrtWi q GJA -13902 t,' 140200 .. R 235 z.y 13�20 I I85 V '1,,4r y 138018 i252 s 184. ® F Town Boundaries y 27.9 I �8294--' t390t3 ' 29J F Road Names f 24? - Voter.Precincts r 13 2924 ✓: 17V.. Map&Parcel Numbers w. Parcels FEMA Q3FIood Zones(Old Maps) will beSuperceded in 2010 r Al AE(100 yr flood) ✓r - .",:;'-�,-„� �^_ ..,_, " ' „°., AO(100 yr flood) WA VE(100 yr flood w/wave action) X500(500 yr flood) `"`'` x•�') �,yrxl? .r,. ~�. - i Neighboring Towns ' Xsch Poaxf _ . (- water '$1 k 6t ^r, F' Streams - - r Set Scale 1"= 91 MAP DISCLAIMER n Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS , 82rnS1.dbieMA v1.2 S5GE;5'Prsrlur:Ci:;!tl - • •' it `. .. .. i http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=l39013 4/5/2010" ' Map Page 1 of 1 Town of Barnstable Geographic Information System New Sear Parcel Viewer Custom Map Abutters Map Size . Zoom Out,J" 'In 7PG Turn map layers on/off by selecting check boxes below r Town Boundaries Road Names Voter Precincts (� Map&Parcel Numberstf (— Parcels r FEMA Q3 Flood Zones(Old Maps) r Will be Superceded in 2010 AE(100 yr flood) AO(100 yr Flood) {{ VE(100 yr flood w/wave action) X500(500 yr flood) -E r Neighboring Towns Water F Streams (- Jetties r Edge of Water �11 uItIIl to �i l . )II.II (— Marsh Aleck Pond r Drainage Ditches 0 35 Feet r: water Bodies Seat Scale 1"=35 I April 2008 I MAP DISCLAIMER r Transportation Copyright 2005-2010 Town of Barretable,MA AJI rights reserved.Send quesbons or comments to GIS Barn;G,NeMA v i.2.369 i(P—Axtron http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=139013 4/5/2010 ' Map Page 1 of 1 Town of Barnstable Geographic Information System new sear Parcel Viewer Custom Map Abutters Maus a ■■ Zoom Out�1"111'11r1 JPG Turn map layers on/off by �r selecting check boxes below F Town Boundaries (— Road Names r Voter Precincts 0 Map&Parcel Numbers r Parcels r FEMA Q3 Flood Zones(Old Maps) P,> Will be Superceded in 2030 3, AE(100 yr Flood) AO(100 yr flood) VE(100 yr flood w/wave action) g� ',r' X500(500 yr flood) r Neighboring Towns f Water r Streams r Jetties F Edge of Water Naliorc/ r Marsh ( Drainage Ditches 53 Feet r Water Bodies Set Scale 1"=F53 I April 2008 �� I MAP DISCLAIMER r Transportation Copyright 2005-2010 Town of Barnstable,MA AN dghte reserved.Send question.or comments to GIS 8—stableMA v1.2.3685(Production; http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=139013 4/5/2010 Barnstable Assessing Search Results Page 1 of 2 Home:Departments:Assessors Division:Property Assessment Search Results New Search r b"t New Interactive Maps>> Owner: 2010 Assessed Values: GOULD,ELIZABETH 267 SCUDDER ROAD 2010 Appraised Value 2010 Assessed Value Past Comparisons Map/Parcel/Parcel Extension Building Value: $113,700 $113,700 Year Total Assessed Value 139 /013/ Extra Features: $3,300 $3,300 2009-$920,500 Outbuildings: $30,200 $30,200 2008-$956,300 Mailing Address Land Value: $624,500 $624,500 2007-$923,800 GOULD,ELIZABETH 2006-$.846,600 2010 Totals $771,700 $771,700 267 SCUDDER RD Residential Exemption Received=$92,000 OSTERVILLE,MA.02655 2010 REAL ESTATE Tax Information: • Tax Rates:(per$1,000 of valuation) Community Preservation Act Tax $158.44 Fire District Rates Town Residential Barnstable FD-All Classes$2.43` $7.77 C.O.M.M.-All Classes $1.26 Town Commercial C.O.M.M.FD Tax(Residential) $972.34 Cotuit FD-All Classes $1.56 $6.87 Hyannis-Residential $1.82 Town Tax(Residential) $5,281.27 Hyannis-Commercial $2.88 W Barnstable-All Classes $2.28 Community Preservation Act 3%of Town Tax I Total: $6,412.05 L Construction Details ' Building Property Sketch &ASBUILT Cards Building value $113,700 Interior Floors Pine/Soft Wood property Sketch Legend .Style Cape Cod Interior Walls Drywall Model Residential Heat Fuel Gas Grade Average Heat Type Hot Water ` Stories 1 1/2 Stories AC Type None .ti t 31)1 Exterior Walls Wood Shingle Bedrooms , 3 Bedrooms Roof Structure . Gable/Hip Bathrooms 2 Full3 3 ' r Roof Cover Asph/F GIs/Cmp living area 1184 Replacement Cost $142071 Year Built 1930 / Depreciation 20 Total Rooms 5 Rooms Land CODE 1010 a. AsBuilt Card N/A Lot Size(Acres) .0.42 Appraised Value $624,500 http://www.town.bamstable.ma.us/assessing/2010/displayparcell0map.asp?mappar=139013 4/5/2010 Barnstable Assessing Search Results Page 2 of 2 l a s Assessed Value $624,500 ` (�,�t �View Interactive Mp ` Sales History: Owner: Sale Date Book/Page: Sale Price: GOULD,ELIZABETH May 15 1991 12:OOAM 7545/112 $265,000 RIEDELL,CARL S Dec 15 1987 12:OOAM 6062/323 $292,500 RODE,INNES 1406/364 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1 $3,300 $3,300 FGR2 Garage-Avg 340 $8,400 $8,400 DKPA Pond Dock-Ave 1 $21,800 $21,800 Property Sketch Legend BAS First Floor,Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST 'Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse u UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full'Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/2010/displayparcell0map.asp?mappar=139013 4/5/2010 TOWN OF BARNSTABLE LOCATION AGI !&-gMjC SEWAGE# Z01G a 0�1 VILLAGE Q5kexv'A\P,— ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. LR%c S-MICeI 5 WIN-TXP IQSt{ SEPTIC TANK CAPACITY 2yQo qt4�, /��1 S6y 97e D LEACHING FACILITY:(type) C 5Qgq#,0 Z (size) /3 X Z S NO.OF BEDROOMS 3 OWNER-Ekianrru 6n,,flni PERMIT DATE: COMPLIANCE DATE: 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 13, oss so , A3 A z3 �S tlq�g Ri sz� No. Fee THE COMMONWEALTH.OF MASSACHUSETTS Entered in computer: ! Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE.& MASSACHUSETTS ZippYication for Miq;pOal.bpotem- 'Conotfucti:on hermit Application for a Permit to Construct( . )Repair(Upgrade Abandon( ) Complete System , El Individual Components Location Address or Lot No.7 -7 fc Owner's Name,Address and Tel.No: dde�/2aP, ®.tom _ I Assessor's Map/Parcel t G°r E7l/T a6 to " lt Installer's Name,Address,and Tel./No. Designer's N ame,Address and Tel.No. v� �o x'11 v1n`P•e 5�t;a�� M%LLS. (57_fok4 Type of Building: Dwelling No.of Bedrooms 3 Lot Size Zsq.ft. Garbage Grinder Other Type of Building gg No.of Persons Showers( )"Cafeteria Other Fixtures Design Flow -3 7 ® gallons per day. Calculated daily flow 7 1 0 gallons. Plan Date q 2 7—0 Number of sheets ® Revision Date Title Size of Septic Tank -20 764 +�-/ lOT✓l��'l dt/ �C, Type of S.A.S. Z //-/0 J—W 9,q/ UA,**t 4-e"4 Description of Soil S . Nature of Repairs or Alterations(Answer when applic ) 6rW 1A0 2 X1 f` l y1S C op f �� ili¢ti✓ 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 Enviro ntal Code and not to place the system in operation until a Certifi- cate of Compliance has been iss by-tl3' o of th. Signed Date y 1 -) Application Approved by ADate Application Disapproved for the following reaso s Permit No. - Date Issued Igo. G � D Fee f � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r -1 Yes - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS awlication for Mie;paAY *pg;tem Construction Permit i { Application for a Permit to Construct( . )Repair( grade( )Abandon( ) E omplete System O Individual Components �s Location Address or Lot No. '"'Z- -'7 OW (7 Owner's Name,Address and Tel.No. /,z a6 eft (ro•�f d Assessor's Map/Pamel Installer's Name,Address,and Tel.No. Designer's Name,Address.and Tel No S F R1 L P_U, Qax�t\ m��s��Ng Mats bZ�o�-18 �� ' �{ 2�'`'` 7, 6 Z- Type of Building: Dwelling No.of Bedrooms 3 Lot Size Z!/ '-/00sq,ft. Garbage Grinder( _)�0 Other Type'of Building QA,t it&U No. of Persons Showers( r ) Cafeteria( ) Other Fixtures730 Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank G 1 " �0� A ' Type of S.A.S. Description of Soil Z t✓ / Nature of Repairs or Alterations(Answer when applica fWA-cP F X`Jz i�'►; C P1f��Q0,1 U e �'`�✓ ;9-/3ox q_4, - J o 9A / Cl^4*4-e.j le,2 2 ,X07,XZ /-.to 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 Environ tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issue tfiis' oard f He Signed r Date y Application Approved by � Date Application Disapproved for the following reasonC ' I Permit No. / Date Issued THE COMMONWEALTH OF MASSACHUSETTS r 0 /3 -.,BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired &T6pgraded( ) Abandoned( ) by at 6 7 D,vd A\ -f has bbe�constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. '(/�yiated Installer Designer I IJ The issuance o thi permit shall not be construed as a guarantee that the systeh-1)il14unction a deli ved. Date 413 0l /L' Inspector `� I 1 d - . ----—— —— — ——————————————————————— -- �r ` — No. Fee THE COMMONWEALTH OF MASSACHUSETTS /p�p a PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mizpozal bpztem Construction permit Permission is hereby granted to Constrygt( )Repair(�n _�p,. pgrade( Abandon( ) System located at 27 G fKA i ®S 4 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construln ust be bmpleted within three years of the date of this p unit. , % �— - - -• Date: Approved by I� . a i TRANS.NO.: CITY/TOWN: J(3g,,J 4*-lole APPLICANT: ,. L r h�v to t-S S �►.1 �,,,,��-*,�-ff+o�-� ADDRESS: -7,C -7 fl, V,/9 °S'7- DESIGN FLOW: 3 3 gpd REVIEWED BY: DATE: OK NO Legal boundaries denoted 1310 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)] .i 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.) 1310 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) daily flow ✓ septic tank capacity(required and rovided ✓ soil absorption system(required andprovided) whether system designed for garbage grinder ✓ North arrow 310 CMR 15.220(4)(g)] ✓ Existing and proposed contours 310 CMR 15.220(4) 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) and(i)] Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(i)] ✓ 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 15.220(4)(n) Address Z L? fu.al OST Sheet 1 of 7 A 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 pTivate water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins r/ located within 50 ft. [310 CMR 15.220(4)(1 Water lines and other subsurface utilities.located [310 CUR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1 Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(0)] Stamp of designer[310 CMR 15.220 1 and 310 CAR 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? 1310 CMR 15.103(4 Test Holes adequate to confirm adequate groundwater separation? 1310 CMR 15.103(3)] Benchmark within 50-75' of system 310 CMR 15.220 4 Materials specifications noted? [various sections of 310 CMR �. 15.0001 System components not>36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1 ] Address z6 7 f c,,�✓�� , 0 S!' Sheet 2 of 7 I 1 N/A OK NO 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 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) and 310 ✓ CMR 15.232 3 Three access covers (inlet and outlet must be 20" or greater)- middle access at least 8" y 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 ✓ 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 15.2111 a r -pip .�.«�+,. r. 21 Required when other than single-family dwelling or flow>1000 d 310 CMR 15.2231(1) ✓ dAw' 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 as baffle or approved filter 310 CMR 1 5.224(4)] N/A OK NO atr— 'sixema'a _ - Located at least ten feet from any water line? [310 CMR ✓ � � �,P 15.222(2)] / �•w c� Disposal piping at least 18"below water line(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)] ✓ 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 roblem/(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)] Materials specified (310 CMM 15.251(5) specifies various pipe ✓ types allowed RIMIT 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 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 sum 6" [310 CMR15.232 3 e ✓ Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] I MIN Capacity(emergency storage above working—design flow)? [310 CMR 231(2)] Proper setbacks 310 CMR 15.211 same as septic 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 circuit separate from pumps specified? ✓ Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231(6)and(8)] Stable Compacted Base [310 CMR 15.221 2 Buoyancy calculations needed?Provided? [310 CMR 15.221(8)] Address 2 6 S"'°�� �°� 0 S Sheet 4 of 7 f N/A OK NO 5� g n� .4 Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(l)] Required separation to oundwater? 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 Inspection ports 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 101 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 be to grade) [310 CMR 15.253(2)] Aggregate l'minimum-4'maximum. [310 CMR 15.253(1)(b)] ✓ 2' sidewall credit maximum 310 CMR 15.253(1)(a)] In bed configuration,inlet eve 40 s ft. 310 CMR 15.253(6)] ✓ . WIN 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(l)[41 and Guidance Document ✓ _z 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)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] A iirlrace 7, 7 1G d � oS RhpPt 5 nf'7 I - N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as r aired 310 CMR 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 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) 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 CMR 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 -- . -'og Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface 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 77, 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 coy of a maintenance t'a _ c OR, .R Are the variances listed on the plan? [310 CMR 15.220 4 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 7 f�"��^ (2e/0 0 S Sheet 6 of 7 N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone [I 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)] Pumping to septic tank? [ 310 CMR 15.229] ✓ Shared System 310 CMR 15.290] ✓ Address Sheet 7 of 7 Town of Barnstable Regulatory Services Thomas F. Geiler,Director &ARNW`SUL 6� Public Health Division 9� a �0� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 - Fax: 508-790-6304 Installer& Designer Certification Form Date: 4 /C/ O Sewage Permit# 7010-O!?�_Assessor's Map\Parcel 1 '31 Designer: ET UMi'v"w i4m, 4e Installer: Egg- STFveL-S Address: % (Zvi--e LZL41-e Address: 7 X On Z111&116 4--/21 c.. S�:uar,,u_S was issued a permit to install a (dat ) (installer) septic system at ti6 7 f y�da(ti 01 •L based on a design drawn by (address JV^0(0..S. dated 9T27/P2 f��/ vs. (designer) _ZI 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 I tions. Plan revision or- certified as-built by designer to follow. OF M • o�'' �1.�[� yGN g ER10 m �— 0 HARRINGTONco Q--onstalles Signature), No.1 070 .g� �v 0 1SI , W-'�Designefi Si atu e) (Affix Designer's Stamp Here) 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. THANK YOU. Q:Health/SepticMesigner Certification Form 3-26-04.doc j ��-r J 'i :..ice•."ir..� \. rk Town of Barnstable P# oF� Department of Regulatory Services : Public Health Division Date _ �- 0 c, 200 Main Street,Hyannis MA 02601 Date Scheduled Time ��� Fee Pd. 4 0' Soil Suitability Assessment for Sewa a _ D' p osal Perfomed.By: r/dg���J Witnessed By: ✓,7A/.LOCATION'& GENERAL INFORMATION Location Address S'e a,%77 Owner's Name -', I �id v Address � n Assessor's Map/Parcel: -7 — Engineer's Name C �, a-Y✓'eat j NEW CONSTRUCTION REPAIR Telephone# L9 'r z1 3 86 Land Use. i?-S/ �Gi : Slopes(Rb) 3'-- Surface Stones Distances from: Open Water Body �yft„Possible Wet Area ���� ft Drinking Water Well ft Drainage Way N ft .Property Line 1 0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locationo of test holes&perc tests,locate wetlands fn proximity to holes) d� SCUDDER ROAD �w Ile i l I sb6 w NECK POND Parent material(geologic)QW Depth to Bedrock e in Depth to Groundwater. Standing Water in Hole: We P g from Pit Face A/V k Estimated Seasonal High Groundwater GeV ���t✓Gv Q DETERKWATION FOR SEASONAL HIGH WATER TABLE Method Used: SW[ VA �t1N �`j jQ�p Depth Observed standing in obs.hole: In, Depth to Soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Reading Date: Index Well level Adj,factor_ Adj.Oroundwater Level-,n PERCOLATION TEST Date lowThne- Observation I Time at 9" Hole# Depth of Pere it Time at 6" Time(9"-V) Start Pre-soak Time @ , End Pre-soak /I •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 Conseirvation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil. Other. Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,,Boulders. Consistency,% rave ®T 0 L S p 2 2Lvpv- 743#10t..a. Tif-107 C f -C f�� 1.r y6 C z o -c SP—d 2 ,r y-i z tiok%#, G. DEEP OBSERVATION HOLE LOG Hole# 7-- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,% 6_ LS f® 7CZz ti � w�-c fal., Z,S'yG Ito-11:® GZ W —c5avtd Z-J`y7v DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Con i to O e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsel1) Mottling (Structure,Stones,Boulders. Consis e I Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No= Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurrin>=Pervious Material ed throughout the material exist in all areas observed g 1 occurring oes at least four feet of naturally g D area proposed for the soil absorption system? --,F---- If not,what is the depth of naturally occurring pervious material? _. Certification 9q� I certify that on 0 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trainin ,expertis an ex ence described in 310 CMR 15.017. ���9' • Signature Date, Q:4SEPTIC\PERCFORM.DOC I B.M. 29.44 APPROX. NGVD GENERAL NOTES LIFT OUT CHAIN 901-RI» OW Q.I. FRAME R COVER - N 27.96 �,."eDLT�o--aoWN roR ae;;uRrr are EQUAL Boy St. NON WATER C U R B STO P, 1.2. ASSESSOR'SDDRS #267 SCUDDER ROAD,139 OST PARCEL 3 +�°" FINISHED GRADE ELtV.-Existing CI I n St. 4. DEVELOPER'S OPOG�H G INFORMATION WAS COMPILED FROM AN ON THE { . ... ... .... ... l3a Rd �, West SITE PLAN ,r _ , 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. wNI•ET INYE1fT ''• 04?1.ET INVERT E i•F°.°°.'t'C�3' GROUND INSTRUMENT SURVEY. SCALE: 1 - 20 6. BORDER OF VEGETATED WETLANDS LOCATED BY GLEN E. HAPRINGTON, R.S. "E"`' • : , ° aj6� WEEPHOLEABOVECHECK vALV'�. CONTOUR INTERVAL=2 (�� �Nj 7. REFERENCE PLAN: PLAN BOOK 46 PAGE 11 (FREEZE PROTECTION) 330 GAL R :vo 2 a14iNG CHECK VALVE PV•;;. Q' 'O 32" yL 29:12 tia.. WATER Aazv <s.as' . 11L 0 PUMA 014 ELE1872' I co T E � Kr ea 27.93' Q , PUMP OFF ELEv.-18,05' p ° 0 25.00' a ' tag�t°ae s a, eao� A� a a 5� FLOOR PUMP c�1A�ssELv. :>. 29.04 G, T.H. #1 �(aa °S� ,`Qr • Qp 6' of 3/4 1 4./Z Stave "OSTERVILLE/WIANN0" B. M . P �� 3, o X 8.12'TH. ° ,�,� o jL� Boa PUMP DETAIL 29.,9' 0 ID 29.4 O 0, �, Not to Soule LOCUS n o 0^ PUMP MOTES �` E I AT ION S Design 28.84 :"�P�..�'.Cl �� C Des Calculations NO SCALE . 29.00' L Number of Bedrooms: 3 Existing 1. PROVIDE 1 MEYERS SIRM4 4/10 H.P. SUBMERSIBLE Garbage Disposal: Not allowed with this design. "o PUMP CAPABLE' OF PASSING A MINIMUM c U S " Septic Tank Capacity Required: 330 Gal./Day x 200% = 660 gals. ck ' X 23.47' SOLID SIZE OF 2 DIAMETER OR EQUAL Septic Tank Capacity Provided: 1,500 gal. H-10 (min. per Title V) 2 de 2. USE: MEYERS CE11 SW SIMPLEX ELECTRIC Leaching Capacity Required: 330 Gal./Day �O• CONTROI. PANEL INDOOR MOUNTED Application Rate for <2 min./inch = 0.74 gal/sq. ft. NG 23.13' W/VISIBLE ALARM OR EQUAL Proposed Leaching Structure: 1-25' x 13' x 2' Leaching Trenches >s < S STRICT .; • � �, �. PUMP �al•1�LL BE: I�I�I'r�LL�,�O IN .�l';vICE'I' COMP;..IAIVE�i� Bottom Leaching Area Provided - 325 sq.ft. N .09 7 3 E �LL�N `L WITH MANUi AC'TURER'S SPE:CIi.CA•I*J:ONS. Side Leaching Area Provided _152 sq. ft. - r 9.1 �� 22.18' 4. ALARM SHALL CONSIST OF AUDIBLE SIGNAL & Total Leaching Area Provided - 477 sq. ft. x 0,74 gpd/sq.ft-353 gpd. s See Nate #14 7T 0 ^ Leaching Capacity Provided =353 gpd. > 330 gpd. required. 29.2 23.81 , rL RED WARNING L GHI TO BE NSTALLED IN iB..UILDiN�> O 23.64 g AND POWERED BY SEPARATE CIRCUIT FROM „ar 0� CIRCUITS T PUV'P. CONSTRUCTION NOTES '° �cj1\ 21.9 'Ibtk 5. AN EI,EEC;TRICWAL PERMIT SHALL. BE OBTAINED PRIOR TO INS""AMLING' ALARM AND PUMP POWER. 1. Contractor is responsible for Digsafe notification co 26.03 24.13' , 1b 6. THE FORCE MAIN SHAI L BE 2' GIA. SCI 140 PVC and protection of all underground utilities and pipes. 23.38 21.33 X WITH THR(NST BLOCKS INSTAIA.E�, AS NECESSARY. 2. The septic„tank and distribution box shall be set LOT level on 6 of 3/4 -11/2 stone. as O O0 3. Backfill should be clean sand or gravel with no tr See Note #14 A = 0 f t. ,� .74'� X 26. BOARD OF HEALTH VARIANCE REQUESTED: stones over 3 in size. t?G 360-1: A VARIANCE IS REQUESTED TO ALLOW THE PROPOSED SEPTIC TANK 4. This system is subject to inspection during installation °' "'� 21.53' X AND PUMP CHAMBER TO BE 52 & 54 FEET RESPECTIVELY FROM THE BVW to Glen E. Harrington, R.S. o IN LIEU OF THE REQUIRED 100 FEET. 5. The; contractor, shall install this system in accordance c. with Title V of the Massachusetts Environmental Code. __ 1•.48' x /'� LOCAL UPGRADE APPROVAL VARIANCE REQUESTED: 6. If, during installation the contractor encounters any o Bvw / A 310 CMR 405(h): A VARIANCE IS REQUESTED TO ALLOW THE FORCE. MAIN AND soil, conditions- or site conditions that are different 25.8 from those shown on the soil log or in our design MAIN SEWER LINE TO BE INSTALLED WITHIN 10 FEET OF A WATER SUPPLY LINE, SCH 40 PVC ENCASING SHALL BE INSTALLED FOR A MIN. 10 FEET OF PROTECTION. the installer shall halt installation and immediately notify Glen E. •Harrington, R.S. BVW-2 7. No vehicle or heavy machinery shall drive over the SOIL EVALUATION rya 5.0 4-20"DIAM.ACCESS MANHOLES(t,,) septic system unless noted as H-20 septic components. Date of SOIL EVALUATION: AUGUST 14, 2009 1� � 8. Install Zabel A1800 effluent filter or equal on septic tank outlet tee. Evaluation Performed By, Glen E. Harrington, R.S. ,2.-0. 9. All piping shall be SCH 40 PVC. Excavator: GENE FRIEH, E.P. FRIEH CONSTRUCTION �6 B W- p P 9 Percolation Rate:< 2 mpi assumed, 24 gals applied during presoak. O .,. ;.•' . :;w;'rr� fw •�,r.• w.i . :, 10. No welds are located within 150' of proposed SAS. Witness: David W. Stanton, R.S., BOH Agent '� ( 11. This design plan shall be used for the septic installation only. . G 12. Install observation port in SAS as shown. Test Hole Test Hole BVW- No. 1 No. 2 INLET ` - _ OUTLET 13.. The interior plumbing shall be relocated to allow an outlet, as shown ', ••, •Y DEPTHsor<s ELEV. SOILS EL Ev. ,i at least 24 hours in advance to inspect and certify the system. 0 29.10• 0 9.10' �0 rig OUTLET alPt rRt �� 14. Encase the 2 dia. force main and buildingsewer with SCH 40 PVC ;?IS•I:xttSi .:UH BOX SHALL BE ti' Ap sancAp SET i.i V$I.. FtYR A: EAST ? FT. � „ ` CONCRETE tnvt:R to provide 10 feet of protection at sewer/water line crossing. Install camyIOYRR2/2 0YR2j2 43 ,.F. ,. ° '" THE ACCESS COVERS FOR THE SEPTIC TANK, the force main 18" below the water line. "...........:.. . S.' 3 - y" OUTLET ::..,> 2" STEEL REINFORCED PRECAST CONCRETE yw w KHOCKOUISS I ..... DISTRIBUTION BOX AND LEACHING COMPONENT 24' t0YR6 26.72' 34" t0 swn 26.12' PLAN VIEW SHALL BE WITHIN 6" OF FINISHED GRADE. � , N �o l+, O k,dew er �+Ae AJrr S, , �. t t .......... :.........Y....... ",.; e I <?" INLET 20`REMOVABLE COVERS(t 0 �0 / J PERK miYndc` md°iPERK T 15.5` I :.. '"'� /�J 37L_. # 52� 108" 2. 19:12• 1 0" 3 1&95' DEPTH: 34-62" �, 1 i° B`y:� } is ,� �' BEGIN SOAK: 11.09 am ✓' .w1a .. Y...... Ir{ z t ,v a q :... .... me ,2"des ms? p END SOAK: 17 r 14;50 am " ; �^ -n`' 2N min clearance w+E1'f' t ¢ ,... ra >and TIME: 5;50 MIN.- UNABLE TO SOAK. ;g.5" ----« ».. «.. 8•mM l� 2"min. inlet to outlet ' --.*1• ��. :: 13e 2.5Y 7 2 6.62' 120. 2,5Y 7 2 6.12' USE <2 MPI FOR DESIGN PURPOSES _ `:•75` eR�T °'m" .._._...- REVISED 4 14 10: TWO COMPARTMENT TANK P.C. OUTLET � . No Observed Ground Water " C C ` '�N CROSS SECTION _ �'�q"T'ri"`"��-- • iyr�T � UU / f / LAN.......... � '+r .............. ............................................ Soil Evai ation Certification 4" REVISED 4/5/10: BOH COMMENTS & VARIANCES I ... :. f.�..l..3 I L. E.i..._ N t a IZ o M I 4 uid min. 4`-C min. �� • E " Liquid depth I certify that an October, 1995, I have passed the soil evaluator i �etflwnt fe:'fl�t9;r":quo ' `� `' examination approved by the DEP and that the analysis was performed by HOT TO SC, L.E. �� r 9- PROPOSED SEPTIC SYSTEM REPAIR •.a.. .�. ;• •,.r. ... :.+ ., R .. me consistent with the require t fining, x rti an -experience described " • '• f' 'r ' '' •• ' ' "'''• •' r`• •' 6 _6• PREPARED FOR in 310 CMR 15.017. 12._,. CROSS-SECTION END-SECTION STEVENS CONSTRUCTION GLEN E. HARRINGI-11, R. TYPICAL 1500f500 GALLON H--10 SEPTIC TANKZP.C. AT *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Finished grade over system-2% slam, oway NOT TO SCALE 3 HOLE H-10 267 SCUDDER ROAD *NOTE: INSTALL Zabel A1800 FILTER OR EQUAL ON SEPTIC. TANK OUTLET. DIST. Box WITH 2" MA, INLET TEE MANHOLE AT GRADE (OSTERVILLE) BARNSTABLE ao` ml:?. from house to €eaoh facility Provide 4" dio. observation port 10' min. from -1 Exlsting Grade to within 6" of grade xlsbnr� House house to septic tank One chamber cover shall be Min. 2"-1/8"-1/2" Double-Washed Stone LEGEND �'P OWNER: ELIZABETH GOULD T'�rst Fi. Elov.�25.CT I C�tA&1i3i:R within 6 of finished g 'Seplic tar>k cav*ro :nap: be grade or eo-textile filter cloth = within 6" of f;niahed grade PETAL COWER ---G Approximaite location 1 24'.1 _ 99,0 AT GRADE : Levo: f8r E S=0.01 ft/ft T o Pe s Inc " . N• , i,l - APPrwae°tleineocation �•t�1OFArtgS' PREPARED $Y: w 'ala°: ,° I:t wl 13 :w . _ ... ..: .. �..-•""'N��� � � �_' 24" -�8-- Existing. contour � Glen E. Harrington, R.S. zRoicslrci I1= cl ILA ® ca oBottom of Leach Q 9 Leda Rose Lane n 1500 GAL, Facility Elev.=23.50' p O new 1,500/500 gal. S PTIC: 'TANK 1 " septic tonk/pump chamber H' .1 Marstons Mills, MA 02648 l•••10 t 1 , C % l 3/4 -114" Double-Washed Stone 5' Min.(6.9 provided) CP existing cesspool 0 to be pumped & removed �¢ ;� Tel: 508-428-3862 effluenti"i=eglfltff At I LEACHING H I`N G CHAMBERS c p p ) •:•:w s "110 1 Bottom of Tog GfB�i Fax: 508-428-3862 Propound Inv, cloy:- 22.•~4 6" OF 3/4"-11/2" S'€Y.)NE Hole #1 Elev.=16.62' O.P. Observation Port 6" OF 3/4"-it/2" STONE PVlIP cA1ITEf�� " SY r M +'ROFI 1"=20' DRAWN BY: GEH DATE: Sep 27, 2009 No to scale 6- OF 3/4"-11/2- DATUM: Approx. NGVD FILE: StevensGould SHEET 1 of 1 B.M. _ 29.44' APPROX. NGVD N 27.96' GENERAL NOTES I..IFT OUT CHAIN PROVIDE 24" Ca. FRAMESECURITY OR sOLTlao-powN FOR .FEcu=arrY OR EoLiAI. Bay St. (� NON WATER C U R B STO P. 1. ADDRESS: #267 SCUDDER ROAD, 05TERVILLE FINISHED GRADE E-W.-Existing 2. ASSESSOR' NUMBER: MAP 139 PARCEL 013 SITE PLAN 3. DEVELOPER'S LOT: LOT ?lE4 -• West Ba Rd. 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY. ••„•..�" 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. INL :WORT -•- s ' 0U ET twvERT ELIEv-21•63' SCALE: = 20 ► rr O 8. 7 9^ 6. BORDER OF VEGETATED WETLANDS LOCATED BY GLEN E. HARRINGTON. R.S. Et-rv, 6s 318"WEEP HOES hem✓E CHECK vAlve ` O CONTOUR INTERVAL=,2 LLO� 7. REFERENCE PLAN: PLAN BOOK 46 PAGE 11 '• +...... ZFREUE E7eO?�DI�N3 p,� �\•! �: I', rst2O ^A. Feonan 4 2 SW!40 CHECK VALVE P V.C. �O 29.12' l 000 �e `LrO £` rz• », E•EEc►t WmTElt ALARM I:LEV,-19.s5' a a�+& ¢9co SITE{ ve.7" PUMP SzNoa �o�r F �V e ° I 5 aei ea 27.93E 8.72' PUMP OCf Ef F.y.-15.9W a. a�\ 0 25.00' e l .. -n.noR PuasP ees .,ER ..Ev.-17.38' \oG " ? 29.04' Q� T.H. #1 / o� ,,Ike• DO CEp NOW",2" of 3f4" 11j1" 5tonw + » » B M. OSTERVILLE/WIANNO p ' �Gd PUMP DETAIL 29.19' 3' ''© 0 X 8.12' o �T.H. Not to <.?xIe 29.4 ,' _ o, LOCUS v o�, r? -P NO SCALE �, p r _ ' TIONq _� 28.84' ' t P N \.)T .,,.,:� C. SPE \-, I ,� Desi n Calculations 29.00' IV Number of Bedrooms 3 Existing - 1. PROVIDE 1 MEYERS SRM4 4/1 D H.P SUBMERSIBLE 7 Garbage Disposal: Not allowed with this design. u PUMP APABI E OF PASSING A MINIMUM c is Septic Tank Capacity Required: 330 Gal./Day x 200% = 660 gals. 3 FO SOLID SIZE OT' 2' DIAMETER Oil EQUAL Septic 6 X 23.47 Tank Capacity Provided: 1,500 gal. H-10 (min. per Title_V) 2 deck ` 2. USE: MEYERS C'E 11 SW SIMPLEX I J.ECTRIC. Leaching Capacity Required 330 Gal./Day �0. CONTROL PANEL INDOOR MOUNTED Application Rate for <2 min./inch = 0.74 gal/sq. ft. ' W/VISIBtI E ALAIRM OR EQUAL ' `NG �( 23.13 Proposed Leaching Structure: t-25 x 13 x 2 Leaching Trenches 0' ��� G 1 PUMP SHALL BE INSTALLED IN STRICT COMPLIANCr, Bottom Leaching Area Provided = 325 sq.ft. .09' 27.3 ��L\N �' WITH MANUFACTURFR'S SPECIFICATIONS. Side Leaching Area Provided 152 sq. ft. ar, 9.1 22.18' 4. ALARM SIIAI.i.. CONSIST OF AUDIBLE SIGNAL & Total Leerhing Area Provided = 477 sq. ft. x 0.74 gpd/sq.ft=353 gpd. See Note #1 23:81' �/ rLo I r.D WAiiNIIeG F" ' w !NS'TALLLD IN BUII DING Leaching Capacity Provided =353 gpd. > 330 gpd. required. X 29.2 77 LiGI l TC7 t3` I, N N p 23.64' �$ AND POWERED BY SEPARATE CIRCUIT FROM CONSTRUCTION NOTES yN ce\tor O. 21.9 ' �O CIRCUITS TO PUMP. Wa\\ '� 5. AN ELECTRICAL. PERMIT SHAIJ.. BE OBTAINED PRIOR �o 2413 •TO, INSTALLING ALARM AND PUMP POWER. 1. Contractor is responsible for Digsafe notification co 26 3 . '�o`0 6. T'IAE >"OR'CE MAIN SHALL BE 2' DIA. SCH 40 PVC and protection of all underground utilities and pipes. 0 23.38 21.33F X WITH THRUST BLOCKS INSTALLED, AS NECESSARY. 2. The sept c��tank and distribution box shall be set LOT level on 6 of 3/4 o� -1 1/2 stone. �s O 3. Backfill should be clean sand or gravel with no .74' X 26, See S Note #14 A -" Q ft J1 8 � , BOARD OF HEALTH VARIANCE REQUESTED: stones over 3" in size. 360-1: A VARIANCE IS REQUESTED TO ALLOW THE PROPOSED SEPTIC TANK 4.-This system is subject to ;inspection during installation 04� k6, ©p .> 21.53' X AND PUMP CHAMBER TO BE 52 & 54 FEET RESPECTIVELY FROM THE BV►N to Glen E. Harrington, R.S. p, � IN LIEU OF THE REQUIRED 100 FEET. 5. The contractor shall install this system in accordance o� Jr with Tit;e \f of the Mapsochusetts Erv;ronrrtenta! Cade 0. '/ 1.48' x LOCAL UPGRADE APPROVAL VARIANCL REQUESTED: 6. If, d installation the contractor encounters any o �,/ Burin BVW -`" soil conditions or sete conditions that are different 25.8 ' 310 CMR 405(h): A VARIANCE IS REQUESTED TO ALLOW THE FORCE MAIN AND from those shown' on the soil. to or in our design MAIN SEWER LINE TO BE INSTALLED WITHIN 10 FEET OF A WATER SUPPLY LINE. g g SCF 40 PVC ENCASING SHALL BE INSTALLED FOR A MIN.. 10 FEET OF PROTECTION. the installer shall halt installation and immediately notify OM Glen E. Harrington, R.S. BVW-2 ' 7. No vehicle or heavy machinery shall drive over the SOIL EVALUATION o 5.0 '/ 3-24"aAM. ACCESS MANHOLES septic system unless noted as H-20 `septic components. " r1. Date of SOIL EVALUATION: AUGUST 14. 2009 8, Install Zabel A1800 effluent filter or equal on septic tank outlet tee. Evaluation Performed By. Glen E. Harrington, R.S. 10 _a 9. All piping shall be SCH 40 PVC. Excavator: GENE FRIER, E.P. FRIEH CONSTRUCTION 16 B W- Percolation Rate:< 2 mpi assumed, 24 gals applied during presookpe /� O0� K „ : , ,, 10. No wells are located within 150' of proposed SAS. Witness: David W. Stanton, R.s., BOH Agent P 11. This design plan shall be used for the septic installation only. 12. Install observation port in SAS as shown. Test Hole Test HOIC BVW- 9 / n THE ACCESS COVERS FOR THE SEPTIC TANK No. 1 No. 2 ' ri- _ ou7LET DISTRIBUTION BOX AND LEACHING COMPONENT 13. The interior plumbing shall be relocated to allow an outlet, as shown DEPrril soiLs IELEv. DEPTHI sms IELEv. a�, . %, SHALL BE WITHIN 6" OF FINISHED GRADE. at least 24 hours in advance to inspect and certify the S stem. 0 211.10' 0 20.t0' 0 / ALL OUTLET PIPES PY40M €H�' GA yy '� DISTRIBUTION sux SHALL BE INSTALL TUF-TITS GAS BAFFLES OR EQUALS 14. Encase the 2 dia. force main and building sewer with SCH 40 PVC AP AP SET LEVEL FOR AT LEAST 2 FT. "` 32 CONCRETE COVER `' ON AU. OUTLET TEE ENDS to provide 10 feet Of protection at sewer/water line crossing. Install yy t0YR2/2 10" 97*WI " toYRR2/2 :..................:..�.., ...... •' " ' ' "'' the forc- main 18" below the water dine and relocate the water line '•;i... ...A.•F., ' ..fir,..4.^w• d.A�. • >.•, "'.. 3 _ tS" OUTLET " STEEL REINFORCED PRECAST CONCRETE W ?. .1 _: KNOCKOUTS at the dwelling so the sewer and water Fine do not cross. PLAN VIEW 24- oam lt.t2' 24" O B i _ g1 -- 1 " - PERK mcs milihdo' OU1LE•t' 12" ENS? �-J-24'REMOVABLE COVERS ! \ 52 1�" 14.12' 110' &95, DEPTH: 34-52` �,. f1" t BEGIN SOAK: 11:09 am ¢'. 4t END SOAK: 11:14:50 am i r'" r 7" a.. :.,f 4• t• .r :• mco- ma cs •�; 5.50 MIN.- UNABLE TO SOAK. 15.5 - ,; " 3 mtn Mnronc4 138" 2.5Y 7 8. 2 12a- 2.5Y 7 &12' USE C2 MPI FOR DESIGN PURPOSES 1,7a- INLET min. 2"min inNst to outlet ' _ _r, .- ` PLAN......S EC I�I O NC N r ROSE SECTION = ! m•ma 1`�"" - ,.• OUTLET , No Observed Ground Water ? .W-7' REVISED 4/5/10: BOH COMMENTS & VARIANCES Soil Evaluation Certification 5 " _ 3 HOLE DISTRIBUTION BOX � �� � " id:;h certify that on October, 1995, l have passed the soil evaluator n as °'''"' P examination approved by the DEP and that the analysis was performed by NOT To SCALE I PROPOSED SEPTIC SYSTEM REPAIR me consistent with the required training, expertise and experience described •-�'-* �a."p. 7T: t - PREPARED FOR in 310 CMR 15.017. --r- .- w-�• 5 -Cr CROSS-SECTION END-SEQTIQN STEVENS CONSTRUCTION GLEN E. HARRIN TON, S _ TYPICAL 1500 GALLON H-10 SEPTIC TANK AT *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 F.v,C. F:nishesd grade *ver sysstoeri-2% sio7ls away *NOTE- INSTALL Zabel A180t0 FILTER €7 E.OUAL ON SEPTIC TANK OUTLET. DIST,BO i�Y447H 2"€t A, iNLEr *TEENOT TO SCALE 267 S C U D D E R ROAD MANHOLE AT GRADE (OSTERVILLE) BARNSTABLE 20' train. from hrssss to Istich frsotttty Provide 4" diU. observation port - 10` rain, from- Existing nods to within 6" of grade hOis ta'septic tank " " " LEGEND OWNER: ELIZABETH GOULD Existing House One chamber cover shall be Min. 2 -1/8 -1/2 Double-Washed Stone 1 fret FI. iev'°2S•o7' whin tank of finishovem must Da � within 6" of finished grade or geo-textile filter cloth wtLhtn 5" cs. tlntohod gs'csde3 METAL C(JV:..R AT t�I.ADE Lffiv, tot 2' s I v.=26't �- Approximate Ielocation i' 24 99a1 �� S 0.01 ft/ft 1000 Oi . + rs ...... # 13' Invert , _ APPrwa e°tlineocatton �114FMA PREPARED BY: s F .o .-.. _ y�.u1 H-1Fart of ® ® 24" --te- Existin contour Glen E. Harringgton, R.S. 22' rm o`Wni -~ ... �I Icy t© Ct iG icy I� G`i g ` IC `� 9 Leda Rose Lan e new 1 500 gal. H-20 loading 7 y` Lan g SEPTIC TANK w mi Facility Elev.=23.50 septic tank Q rStO n S Mills, MA 02 648 10 0 "` H- �t! ai }i 3/4"-1'a" Double-Washed Stone 0 g p ,Q 4 el: 508-428-3862 II I 4d a A ! I 5' Min.(6.9 provided) CP existing cesspool erQu.nt i. or p " i i i t LEACHING CHAMBERS (to be pumped & removed) , a1 ST�Q•� Fax: 508-428-3862 rgttPr ose Inv. 4iesv.- > 's 6" OF 3j4"•••t1j2" STONE Q` 116" OF 3/4"-11/2' STONE > Hole #1 lev.= .52' O.p. Observation Port M/TARS PUMP a �. L� 5`5 PROFILE CHAMBER O Proposedhambergat H-10 SCA 1"=20' DRAWN BY: GEH DATE: Sep 27, 2009 Not to Scale t1" OF 3/4 •lija" STONE•--1 p p DATUM: Approx. NGVD FILE: StevensGould SHEET 1 OF 1