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HomeMy WebLinkAbout1046 PHINNEY'S LANE - Health 1 { Phinne. s arit Hyannis: A = 273 - ®�� n2 .. o/ o p v i 0 0 9 rJ id raz � o ^ IV d G o - o � C w IUD � s 7-0 �' r PIC I� O C a : %ob 16 A T h c � � 3 0 r w N n a 3 - TOWN OF BARNSTABLE LOCATION 11NIWITIN& ccWAiL,41 ` SEWAGE # VILLAGE Ci�'�v'�'® \ `2- ASS S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITYC- i LEACHING FACILITY: (type) (size) aOK for d NO. OF BEDROOMS j BUILDER OR OWNER V ASQ fsZ-�? PERMIT DATE: 6 3 O?-. COMPLIANCE DATE: 0 }- 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 gh r)J4d N! &4:2i-�� r _ 2o -73 AP �- jp;RCE. OI �. _0T I DEC 2 1200004 MNN U�"BARNBTABLE DATE 11126104 t l'`+DEPT. PROPERTY ADPRESS 1046 Ph.inney,3 Lane Cente2v.i eie l7a�s� 02632 On the above date,the:"ptic system at the address above was Inspected. This system consists of the following: 1., 1-1500 gaiion zep.t.ic tank. 2., 1- Dizt2.i9ut.ion 13ox., . 3. 4-8-igh capac-i.ty 30'X10'X2' Based on inspection, I certify the following conditions: 4., 7hj-3 1.6 a 7-itPe five Se/Qt.ic 3yhtem., 5., The 3ept.ic zyztem .iz .in pzope2 wo2k.ing oade.¢ at the �ne�ent t,ime. SIGNATURE Name: Robert A. Paolini Company: Joseph P. Macomber & Son Inc . Address: P. O. Box 66 Centerville. Mass 02632 R Phone: 508-775.3338 or 508-775-6412 e OSEPM P.. MACOMBER & SONS: INC.. Tanks-Cesspools-Leachflekis Pumped •&••.Installed Town Sewer-Connections P.O. Box 66 . Centerville, MA•02632-0066 776.3330 , 77.5.6412 COMMONWEALTH OF MA,SSACHUSETTS EXECUTIVE OFFICE OF Eimv ,armaNTAL AFFAIRS DEPARTMENT OF TITLE TITLE 5 OFFICIAL INSPECTION FORM—"N(QT `OR VOLITNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART•A CERTIFICATION Property Address: U 4 6 /�h iizne�� -ring Ce2te2vi �e lea Owner's Name:2, chea e Vazquez Owner's Address: -3 a m e i Date of Inspection: 1 1 2 6 0 4 Name of Inspector: (please print) f 0 A e 2.t P a o t i.a-i . Company Name: ��, 2 macomAeA & .S"Da Lnc. Mailing•Add,ress: •• "• Cea z4v Te, 7 a3e.•02632 Telephone Numbers 5 0 8—7 7 :3 3 3 8 CERTIFICA ON STATEMENT I certify that I have personally inspected the sewage disposal system,at this address and that the.information reported below is true;accurate and complete as of the time of the inspection.The inspection-was performed based on my training and experience in-the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to-Section.P5c340.of"'Title 5(31.6 CMR4.5:000). The system: XXX.'passes -Conditionally Passes Needs Further Evaluation,by the Local Approving.Authority Zai Inspector's Signature: Date: The system inspector shall submit a copy of this inspection report-to the.Approvin Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system:is.a.sltazed system or has a design flow of 10,000 gpd or greeter, the inspector and the system•owner,shalt submit the report to the appropriate regionatoffice of the DEP.The original should be sent tolhe system ovfinet and copies sent to the buyer,if�pp(ica6le,and the approving authority. Notes and Comments ****This•report only describes conditions at the time of inspectidr•and under the conditions of use at that _.^ time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION:FORM—NOT:FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM � PART'A CERTIFICATION(continued) Property Ad.dress: 1046 %hinney,3 Lane en e zv i-eie . OwnerPicheai azquez Date of Inspection:7 7 12 6 0 4 Inspection Summary: Chick A;B C;D or.B/ALWAYVComplete=all of Section A. System Passes: NO 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303.or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: The AuAlea !A n 1220 pie2 woItk.in o2clea. .cme. B. System Conditionally Passes: NO One or more system components.as described in the"Conditional Pass"=section need to be replaced.or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health;will pass. c > Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. NO , The septic tank is metal.and over 20 years old*or the septic tank(whether metal.or:not)isstructuralty unsound;exhibits substantial infiltration or exfiltration.or tank failure is imtuinent:System.will pass inspection if tie existing tank is replaced with'a complying septic tank.as Ap.pr,.oved by the:$oard of Health. 'A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: NO Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled.or uneven distribution box.System will pass inspection.if(with approval of Board of Health): broken.pipe(s).are replaced. . obstruction is removed distribution box is leveled or.replaced ND explain: NO The system required urn to .more than 4 times a year due to broken or obstructed i e s :The system will Y 9 P _ P� g Y PP ( ) Y pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT VOR'ODLUNTAR INN. RM ASSES-SMHENTS SUBSURFACE SEWAGE DISPOSAL•SYSTEM IN PART:A 'CER.TIFICAT1ON'(6oritinued)' : Property Address:104 6 �h�nneu� Lane en eay.i-QLeNa Owner:.��chea azcyuez Date of Inspection: 1 �' C. Further Evaluation•is Required by the Board of Health: NO Conditions.exist whicbxequirefurther..eualuationby.theBoard:of,Health;in-orfler.to;detenTiineif:t he system is failing to protect public,health,.safety or the environment. that the 1. System wiU:pass unless Board ot'Health determines�in accordance with 310.CMiEt 15:303(•1)(b) hick rmi protect public health,safety-and_tbe..environment: functioning in.a•maniierw p . stem is-not fun 'g system na Cesspool or privy is within:50 feet of asurface water na Cesspool or privy is within 50.feet of•a bordering vegetated wetland or a salt marsh. • the • �If an determ ines.-that rd of Health and Public Water Supplier' y) 2. System will fail unl ess the Boa. { system it functioning in a mariner that protects the public health,safety and environment: na The system has a septic tank and soil absorption system•(SA•S)-end the SAS is within 100 feet.ofa surface water supply or.-tributary to a.surface water supply. naThe system-has-a.sepfic tank and SAS and the:SAS islwithin a Zone 1 of a--public water�supply. n o The system has a septic tank and.SAS:and•the SAS is within,.50 feet of a private water supply well. n o The system has a septic tank and SAS and the-SAS is less than 100 feet..biit 50 feet or.niore fioni a private water supply well"- Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from-pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5.ppm,provided that no other failure.criteria are triggered.A copy of the analysis must be attached to t1lis form. 3, Other: Page 4 of 11 OFFICIALjNSPECTION FORM NOT'FOR;YOLUNTARY ASSESSMENTS' SUBSURFACE SEWAGE DISPOSAZ SYSTEM.INSPECTION:FORM PART A CERTIFICATION(continued) Property Address: 1046 Phinneu.6 �.ne e2 e2v.e e t7a Owner:tUche¢e Viz uez . Date of Inspection: D. System Failure Criteria applicable to all systems:. You must indicate"yes"or"no"to.each.ofthe:fpllowing:for all:inspections: Yes No x Backup of sewage:into-flAity::orsystemcomponent due.!to overloaded.or clogged SAS..or.cesspool x .Discharge:or ponding of effluent to the.surface of the:groundor..surface:waters due to:an overloaded or clogged SAS or cesspool Static liquid , x d level in the distribution box above.outlet invert due to an overloaded or clogged SAS or u cesspool _ x Liquid depth in-cesspool is less thank"below invert or availabievolume is less than'ed pi flow _ x Required pumping more,than 4 times in the last year NOT due to ologged or obstructed pipe(s).Number of times pumped x Any portion of.the SAS,, cesspool or privy is below high ground water elevation. x Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface T water supply. x Any portion:of a cesspool-or privy is within a:Zone 1.°of a:public.well.. x Any portion of a cesspool or privy is within.50 feet of a private water supply well. x Any portion of a-cesspool or-privy is less than 100 feet but greater.than 510.feet from a-private.water supply well with no acceptable water quality analysis..[This.syste.m.passe's if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic.compounds indicates:that the well is.free from polluttow.from:tbat,facflity and:the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than.5:ppm,provided that no other failure criteria are•triggered-.A copy of the analysis must be attaehed.to this€orm.] ao (Yes/No)The system M.I have determined that one ar:.more:of:the:above.fail�,irecriteris exist as described in 310 CMR 15.303,therefore the.system.fails.The system owner.should contact the Board of Health-to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the:system must.serve.a;facility,with a design flow of 10;000 gpd to 15;000 gpd• You must indicate either"yes"or"no"to,each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no supply _ x the system is within 400 feet of a surface drinkingwater _ x the system.is within 200 feet of a tributary to a surface drinking water supply ` x. the:system is located In a nitrogen sensitive area Qnterim Wellhead Protection Area=IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the,large system has failed.The owner-or operator of any large system considered a significant threat under Section E or.failed under Section D'shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional.office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM°—NOT FOR VOLUNTARY ASSESSMENTS �—. qi BSURFACESEWAGE DISPOSAT;:'S�STTM INSGPEC'FION FORM PART t CIIECKLIST Property Address:104 6 1•hinne y,3 Lane en e2v.e e owner: (7�chea az uez Date of Inspection: ' '/ 6��0 4 Check if the followin have been done.You plust indicate"Yee-`of"no"as to each.of the following: Yes No _ x Pumping information was provided by the 6wner,occupant,or Board-of Health _ x Were any of the system components pumped out in the previous two weeks? x _ Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as-part of"V inspection? x • x Were as built plans of-be system'obtained and examined?(If they were not available•note.gs N/A) x Was the facility.or.dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? x . _ Were all system components,excluding the SAS,located on site.? x . _ he Were the septic tank manholes uncotank inspected for the vered;�p@ned,and the i reiP depth of s dge and:depth of scum?pion of the baffles or tees,material of construction,dimensions,depth of liquid, p x _ Was.the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site.has been determitied based on: Yes no on:For example,a plan at the Board of.Health. x Existing informati " _x _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] . Page 6 of l l OFFICIAL INSPEC'TI:OAT:A'ADRX—NOT FOR VOLUNTARY ASSESSNIEENTS .SIMSU.PFACE:SEVAGE DISP-.OSA-L tSY$TtK,IN-SPEM4QN.''ORM PART.0 SYSTEM:Tl`Ih-OR ATION Property Address:/04 6 Ph inneyz Lane en e2v.z e 17a Owner:N--ceha. Vazquez Date of Inspection:- r 7•r7 1,2 6/0 4 , FLOW CONDITIONS RESIDENTUL Number of bedropms(design): ! ,Number of.bedrooms{actual): 4 DESIGN.flow based on'31a CNIIt I5.'2W':(for exatiiplei-1 I0 gpd z#-of bedrooms)':4'4 0. Number of current residents: .: 17oex,residence have a garbage gr pder(yes or no)-ILO-, Is laundry on a separate sewaZ6.system'(yes or.no .o Eff yes separate inspection required] Laundry system inspected(yes or no):r d Spasonal use!(yes or no):/zo 03=57, 000 ga-e eonz 156,:/5,ql Water meter readings, if available(last 2 years usage(gpd)): 0 4=9 6, 060 cra .e o n,3 2 6 3,� 01.g1 P D Sump pum (yes or no): R 0 Last date o occupancy: /2/z e z e n t ' COMMERCI*I USTRIA-L Type of establ nt: N,4 Design flgw.(" ;c�on10 CR 15.20 na d3 Basis.of d6l ooglow(seats/persons/sgft,etc.):, na . Grease trappresent(yes or no):_ na Industrial waste holding tank present'(yes or no):_ Non-sanitary waste discharged to the Title 5 system-(yes or no): Water.meter readings, if available: n a . Last date of occupancy/use: . n a OTHER(describe):. GENERAL INFORMATION Pumping Records Source of information: Not a v a i.P a g e Was system pumped as part of the inspection(yes or no): If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for ramping: TYPE OF SYSTEM X Septic tank,distribution box,soil absorption system . _Single cesspool _Overflow cesspool _Privy _Shared system eyes or no)(if yes,attach previous inspection recbrds,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) —Tight tank. _Attach a.copy.of the DEP.approval —Other(describe): Approximate age of all components,date installed(if known)and.source of information: Zn,5ta.e.eed in June 2002." Were sewage odors detected when arriving at the site(yes or no): n o 6 - Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:1 04 6 Ph.inney-6 Lane en e2v.L e Owner: N-ichea azquez Date of Inspection: r ` BUILDING SEWER(locate on site plan) Depth below grade:Z i ' Materials of construction:_cast iron X 4o PVC_other(explain): Distance from private water supply well-or suction line: 10 0= Comments(on condition of joints,venting,evidence of leakage,etc.): hou,6e vent th2ou h SEPTIC TANK:Lg Alocate on site plan)15 00 ga.Q e o n -:tank Depth below grade: 6" Material,of construction: x concrete metal fiberglass_polyethylene _other(explain) If tank is-metal list age:_ Is age con firmed by a Certificate of Compliance(y certificate) es or no);_(attach a copy of Dimensions: 70' 6"L5' 8"05 ' 7"1Z Sludge depth: tz a c e Distance from top of sludge to bottom of outlet tee or baffle:it/L a c e Scum thickness: t2 a c e Distance from top of scum to top of outlet tee or baffle: t 2 a c e Distance from bottom of scum to bottom of outlet tee or baffle; tic a c e How were dimensions determined; m e a.6 u 2 e d Comments(on pumping recommendations,inlet and outlet tee or baffle condition structural rote as related to outlet invert,evidence of leakage,etc.): gnty,liquid levels t t -6 a2e in eace. 7ank .is GREASE TRAP: n o(locate on site plan) Depth below grade: Material of construction: concrete_metal fiberglass_polyethylene_other (explain): NA —' Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or-baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): �i2ea�se t2a� .i�, not n2e�ent " TMA i Tnenarfinn.T7nrm Fit gmnnn 7 Page 8 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS :9�V-RF SCE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ' SYSTEM INFORMATION(continued) Property Address: 1046 P h inneu.6 Lane en e2U7 e 1714 owner,. Nichea az uez Date of luspection: 2 6/0 4 A TIGHT or HOLDING TANKiV0 (tank must be pumped at time of inspection)(locate on site plan) Depth below.grade: Material of construction: concrete metal fiberglass___polyethylene other(explain): Dimensions: Capacity: gallons Design Floe: gallons/day Alarm present(yes or no): Alarm level: Alarm'- in working order(yes or no): Date of last pumping: Comments(condition of ai.arm and float-switches,etc.): 7i.gh.t o2 ho Uirza tanks ate no-4 1217oivnt DISTRIBUTION BOX: _e.s(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 0 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box, etc.) Box* ha-6 3.ea.te2aP.6 No.6 zing .6b4icl.6 al,3u oUP2 No eeakaae .in oa ou.t 04 P'ox,; PUMP CHAMBER: N0 (locate on sife.plan) Pumps in working order(yes or.no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.); P ump chamge2 i,3 no.t p/ze4erz.t . 8 Page 9 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE-SEWAGE.DISPOSAL;SYSTEM INSPECTION FORM PART- -C SYSTEM INFORMATION(continued). Property Address:1046 %h jnne e e nt e/tv .c e. Owner:. Micheae Vazuuez Date of Inspection: SOIL ABSORPTION SYSTEM(SAS):_.(locate on site plan,excavation nett required) If SAS not located explain why: Located e e Type .. _leaching pits,number:_ leaching chambers,number: leaching galleries,number: 4- in c�t2ato2� ,y leaching trenches,number,length: � 30•'X10'XZ' leaching fields,number,dimensions: overflow cesspool,number: _innovative/altemit-ive'system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level otponding,damp soil,condition of vegetation, etc.): Neadium to eoam aaad. No 6, n/3 o h dIzaaii.c a.ieuae. Soi��a2e ci2 Ve etat�on i.6 noamLe CESSPOOLS:NO (cesspool must be pumped as part of inspection)(locate on site plan) Number and.configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater.inflow(yes or no): Commentso(o t�connditionroof stoll signs eof h'tydraulic failure,level of pending,condition of vegetation,etc.): Ce.6h/z aae PRIVY: NO (locate on site plan) Materials of construction: Dimensions: m Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of'ponding,condition of vegetation,etc.): l2�.v .i� not e�ewn :9 � � tY ....:page 10 of 1'1 • . F� TQN 1F`(1 *NOT FOl�•'VA�I:�TNTARVASSESSIVIENTS OgFIGiA INSPFJ SSA SYSTEM .INSPECT.ION.FOItlt�Y. SUR9URF E AGES;St PAR'f '� 3YS�El�i rORMAT .ON( ®ntrt►tted)' rU Property Address)Q 4 6 %h Anne 6 La e en e2vcK�I e z -hea azquez Owner: # _ r Date of inspection: SKET CH OF SEWAGAMISPOSA,L SYSTEM Provide a sketch of.the sewage disposal system includin& eS to 4 ubl�ctwateeast r suppley ec�tars the building. or Pr benchmarks:I:ocate all wells within}OO..feet.Locate where. p 0 ! I %% QL2, y � } . � r 10 Page 11 of 11 OFFICIAL IPISPECTION FORM-NOT FOR VOLUNTARCION FORM ASSESSMENTS SjJgSLRFACE SEWAGE DISPOSAL SYSTEM INSPET . PART C SYSTEM INFORMATION(continued) Property Address:104 6 %hinne .S Lae n en�e2v.�.�.�e Owner:N i e h e a a z u e_z Date of Inspection: _ 4 SITE EXAM Slope Surface water Check cellar. Shallow wells .i Estimated depth to ground water feet' Please indicate-(check)ail methods used to determine the high ground water elevation: • Obtained from system design plans on�rd-If checked,date hole within 1 0 feetf ofeSASj l� viewed: _observed site(abutting property/observation Checked with local Board of Health-explain: CheckedVith local excavators,installers-(attach documentation) Accessed USGS database:explain: .—, You must describe how you established.the high ground water elevation: used;Gahert & Miller mode used•USGS observation w used• Technical bul — — wa er a eva ions. Leaching Pit Groundwater Feet Below Bottom-.Of Pit High Groundwater Adjustment 1.8 ft per F;Lirnpte.Mtthgd q5' Therefore,the vertical•separation distance between the bottom of the leact ing pit and.the adjusted groundwater table is feet: to•l•lt.ST" 1'I'Ir 1T\IR:RA'I\1P./�T� IR1f I:��R•RiTRTinT51R�'Y. T�R�5 9'UNN OF Barnst11 abl�g1�FCTION FURMOF PARTED — CERTIFICATION y'' l SU))9URFACF 9FNAGE t)1SFUSA{, SYSTEM I ' T.1IF�.�1T\T1n11•ll•'RI 1RR /yTA11151�5•\\-51/TRr • mr r,,,t,,,.T.:-•., — .•iVPE OR PRIHd GI.CARLI'— PROPERTY XNSpECT'CD • STREET ADDRESS 1046 Ph�-nney� Lane n SSSORS MAP , Dt�OCK AND PARCELSSE # N-icheae Vazquez OWNER•' s NAME PART ll - CCRT I P'I Cr1 'ION NAME OF INSPECTOR COMPANY NAME Joseph P. Macomber & `Son Inc Box 60 Centerville• Mass 02632 state tIP COPIPANY ADDRESS .__---s�C4 Toxn ore Y FAX ( 508 ) 790-1578 COMPANY TEL EPIi0NE ( 50B ) 775-33.38 ,. CERTI PICAT'ION. STATEMENT I certify that Z , hsve personally inspected ithe se diate9aansystem a :this address and that the information reported ,omplete as of the time of iinspectiolj� The inspect�.on was performed and any 'recoinmendations regard ut:grade', th�nt�operef•uncation repair and maintenance ont fon with my' trainillg and experience in p site sewage disposal systems ) . C:heck one : , XXX Syste6 .PASSED The inspection which I hate condu�c,.tes hos not foun any infrmatio adequatel.v protectopublicn which indicates that th.e system fall >� health or ailtire the envirol)melltea� de fined 3 03 , f stated in the FAILURE CRITERIA section of criter:(•a not evalutited ar this form ) y System FAILED The inspection which I have conat)oted h.as found that the system fails Protect the i)ub.lic health and the environment in accordance with Title 5 110 Cp(R 1613Q3 , and as specsf teally noted on PART C � FAILURE CRITERIA of this inspection fo �✓ -� 4ate I Inspector Signature ns copy of this c c.tfication must be P1Qvided to the pWNER, the DUYER :'( whero spPllcabll') and the T30!>RI] QF 1 * If the inspection within one year oV 0)e dote o FAILED , 0h' owner or op.©rator. shall upgrado ' the vYetem he inspection-, 3,06ection , unless allowed or required otherwise as provided in CFiR partdld TOWN OF BARNSTABLE LOCATION 1 `�4Ny ki6iL�, S �Gt�� SEWAGE # a VILLAG l R'S MAP & LOT 2-7 3- I INSTALLER'S NAME&PHONE NO. V 4 SEPTIC TANK CAPACITY 1, 0z� L 1, LEACHING FACILITY: (tyre) (size)fit'" I � f NO.OF BEDROOMS A BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: o }- 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 � II Z. Z u No. UU 33 5 r FEE Board of Health, MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repaix O O Upgrade Abandon Complete System U Individual Components Location t C, `�ane Owner's Name M RV IVY 14 Map/Parcel# a�-3 —010 Address lom "� S �Ike, Lot# Telephone# Installer's Name S ; Designer's Name UI C (1 Address S A Address -C) Telephone# WAS - p ` Telephone# ,p Type of Building �\\S1�QCl`+t'�Q\ Lot Size S00 sq.ft. Dwelling-No.of Bedrooms 1 ��Q Garbage grinder 4A Other-Type of Building O`C1,Q, No.of persons Showers ( Q'Cafeteria (VI Other Fixtures ��'kry sn S\R�—,. L m4mq Design Flow (min.required) gpd Calculated design flow F)"J0 Design flow provided���-46.4 gpd Plan: Date Number of sheets Revision Date Title Description of Soil(s) a,*Q&Q& QC \ � Soil Evaluator Form No. �`�`a Name of Soil Evaluator SA Date of Evaluation 3 DESCRIPTION OF REPAIRS OR ALTERATIONS '[eC ] a Q&D(N uca. . The and rsig ed agrees to install the above described Individual Sewage Disposal System irUt%1?AMZ o8 jy d further a ees o of to place =) ation until a Certificate of Compliance haslWe kAMlNtAN® RITING E SYSTEM WAS INSTALLED IN STRICT Signed Date_I� GORDANCE TO PLAN. Inspections p , FEE tV v ` € �;4i. T .` COMMONWEALTH OF MASSAC.H SETTS Ec.= ✓� a• ., �' Board of Health, MA. APPLICATION FORDISPOSAL 5YSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair Upgrade( Abandon( Complete System ❑Individual Components Location �� tnfl� 's �� t Owner's Name M A VP-1 N F 4S UE Map/Parcel# Address !J t Lot# Telephone# F Installer's Name �1 3C3. S Cv� Desig er's Name M 14 Ul f OnffRX S Address Address Telephone# A�- o Telephone# Type of Building �Q�1�p�1 t'tC�� Lot Size �J�U sq.ft. MM `� ) �e Garbage rinder Dwelling-No.of Bedrooms g g (,rif/A ` yp g 4 (Other-T e of Building�,0�12 No.of.Persons Showers Cafeteria (d) Other Fixtures Lr,�G �t�l'�sf1 ' \�l �.t� U x Design Flow (min.required) gpd Calculated design flow� Design flow provided 3,46,4gpd Plan: Date � ' I I Ua Number of sheets rR-evviision Date Title t t�C�Cab�2e� y�SU��GCR c �J\`SpO �D��CdYI �r Description of Soil(s) c.,*C'nC\-,Q C\ Z6\ Soil Evaluator Form No. Name of Soil Evaluator CP1ZM F-J SaAM Date of Evaluation S 31 t) DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further ag ees not to place the system in o eration until a Certificate of Compliance has been issued by the Board of Health. ( tl Signed, ' JN I(.f/��. ! fj ! Date o Inspections No. o W 3 ' J _.'L-,.®MMONWKAT ®1'rn , S A �� SETTS FEE Board of Health, �a CEPITI FIC E OF COMPLIANCE Description of Work: ❑Individual Component(s) omplete System The unde'rs�' n^eed hgreby certify(th�tht e Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: X�Jti�-Cit W^ 1't U � A at has been installe m accordance with the provisio s of 310 MR 15.00 (Title 5) and the approved design plans/as-built plans relating to application NIo:�/ ���i�6�- �,;`dat d �,./ B /i J ? . Approved Design Flow (gpd) Installer J/IiV 1 LLV 166 J �q , ( 1 Designer: Inspector: "P. Date: U 0 The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. at)o.? -2 3 3 FEE�a r COMMONWEAL OF MASSACHUSETTS Board of Health, �� '�' !J &k.. DISPOSAL SYSTEM CONSTRUC N PERMIT Permission isI hereby-granted ,,ereb�Jgrante{d�to; Construct( �}Repair( ) Upg ade( , /Ab don( ) an individual sewage disposal system at 1 V U Y h � 1 1 n la c � V � as described in the application for --- Disposal System Construction Permi o. �u o)-a 3 3 , dated �_.3-U-? Provided: Construction shall be completed (withJin three years of the date of this permit. All local con itions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date �1 3/ Board of Health �/l/ a — Sep-20-01 13: 52 "BARNSTABLE . HEALTH DEPT 5087906304 P .02 . ; ,r srzsiol NOTICE: This Form Is To Be Used For the Repair Of Failed i Septic Systems Only. _` J PERCOLATION( TEST AND SOIL EVALUATION EXEMPTION FORM 1, hereby certify that the engineered plan signed by me dated S 131 1 Oa, concerning the property located at lb44 i�h� Lc (an JgDj�11Q meets all of the following criteria: • This failed system is connected--to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is ciassi ed as.CLASS I and the percolation rate is less than.or equal to 5 rrunutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen •(14) feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable) Please complete the following: P.l Top of Ground Surface Elevation (using GIS information) i- 00 B) G.W. Elevation_ + adjustment for nigh G.W. 1 D TFERENCE B ETWEEN A and B 4 d SiGvED DATE: SIB 1 ta �_-- --- NOTICE Based upon the above information, a repair permit wil! be issued for 3 bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. 1 °• q:'ic_lth roldcr.perccxmp , Permit Number Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: ODRR ,5 -y'CISZ, c Lot No. l Owner: Mn%JJ-%,cm)-Vq,<gkJe!5 Address: C NjF Contractor: S � t,�tJ�dut�c�n'k\Address: ?Sbg . L�+ .';QX . MA oas3cP Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. .............................................................................. Date month/ ay/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA Appropriate index well.................................................... OWater level range zone..................................................... C STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ........................... —mon/[h�/y—e�alr STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth to water level for index well (STEP 3), and water-level zone (STEP 28) determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) ............................................................................................................. Cape Cod Commission: USGS Well Data-April 2002 Page 1 of 2 United States Geological Survey Observation Wells As a service to Cape officials, engineers and other interested parties, the Cape Cod Commission publishes monthly groundwater data gathered by its Water Resources Office. The water level measurements shown below are taken monthly from United States Geological Survey (USGS) observation wells and compiled during the last week of each month. They are published as soon as possible thereafter. Listed below are nine out of the 61 wells measured across Cape Cod by the Commission's Water Resources Office. These nine are employed as index wells to be used with Technical Bulletin 92-001 to predict high groundwater levels. For your convenience, we've also provided links to USGS national and state data. See the last column in the table and the footnotes below. For further information,please contact Hydrologist Gabrielle Belfit at the Commission offices (508-362- 3828). April 2002 LSGS Site Water Record Record Departure from 'Number**}. Location Well No. Level* High* Low* Average** (links to USGS Monthly Overall national water-level database) Barnstable 230 25.1 20.5 26.6 -2.4 -1.4 413956070164301 Barnstable 24W 26.6 20.5 28.6 -2.8 -2.1 414154070165001 Brewster BMW 21 12.8 6.9 13.3 -3.0 -2.6 414518070020301 Chatham CGW138 24.8 20.9 26.6 -1.6 -0.8 414100070011101 Mashpee MIW 29 8.9 5.6 10.0 -1.2 -0.4 413525070291904 Sandwich SDW 47.8 45.9 48.2 -0.9 -0.5 414418070241601 Sandwich SDW 53.6 45.8 55.1 -4.0 -3.6 414124070265901 Truro TSW 89 12.5*** 10.2 13.0 -0.9 -0.5 420206070045901 =Wellfflleet W?W 11.9*** 7.3 12.8 -2.2 -1.5 415353069585401 http://www.capecodcommission.org/wells.htm 5/18/2002 CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL SERVICES,INC. P.O.Box 627,East Falmouth,MA 02536 June 7, 2002 RE: Certification of Title V Septic System Installation: Residential Property— 1046 Phinney's Lane, Centerville, MA Dear Sir or Madam: On June 5, 2002, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 1046 Phinney's Lane, Centerville, MA, based on a design drawn by Shay Environmental Services, Inc, dated, June 1, 2002. XX I Certify That The Septic System Referenced Was Installed Substantially According to the Plan I Certify That the Referenced Above Septic System Was Installed With Changes but in Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions,please do not hesitate to call the undersigned at(508)-548-0796. Sincerely, CARMEN E. SHAY ` ENVIRONMENTAL SERVICES,INC. OF MgSS,� o� CARMEN cy� E. SHAY No. 1181 Carmen E. Shay, R.S., C. ,p �o President F� �A/VITAIR FORM 11 = SOIL EVALUATOR FORN Page 1 of No.: Date: 5/31/02 COMMONWEALTH OF MASSACHUSETTS Barnstable , Massachusetts Performed By: Carmen E. Shay Date: 5/31/02 Witnessed By: Waiver Location Address or#1046 Phinney's Lane Owners Name: Mrs. Maurine Vasques Centerville,MA Address and #1046 Phinney's Lane, Centerville, MA Lot# (Map—273,Parcel 010) Telephone Number: (508)- New Construction : Repair : X OFFICE REVIEW: Published Soil Survey Available: No ❑ Yes ❑ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geologic Report Available: No❑ Yes❑ Year Published: Publication Scale: Geologic Material: (Map Unit): Landform: Glacial Outwash Flood Insurance Rate Map: Above 500 Year Fl ood Boundary: No ❑ Yes Within 500 Year Flood Boundary: No X❑ Yes ❑ Within 100 Year Flood Boundary: No 5_1 Yes ❑ Wetland Area: None National Wetland Inventory Map (map Unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal ❑ Normal 7 Below Normal ❑ Other References Reviewed: USGS Topographic Map DEP APPROVED FORM 12/7/95 FORM 11 — SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #1046 Phinney's Lane, Centerville MA On -Site Review Deep Hole Number: #1 Date: 5/31/02 Time: 10:00 AM Weather: Sunny, Cool Location (identify on site plan): Refer to Sketch Landform: Outwash Plane Position on Landscape (sketch on back): Refer to Sketch Distances From: Open Water Body N/A feet Drainage Way N/A feet Possible Wet Area N/A feet Property Line 20' feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG Depth From Soil Soil Soil Soil Other Surface Horizon Texture Color Mottling Structure, Stones, (inches) (USDA) (Munsel) Boulders, Consistency, % Gravel 0" — 10" AB Sandy 10 YR 3/2 None <5% Gravel, Friable Loam Friable 10" — 30" BW Sandy 10 Y/R None <5% Gravel, Friable Loam 5/6 Friable 30" — 168" C' Medium 2.5 Y 7/4 None Medium Sand, 10% Sand gravel, Loose Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None Estimated Seasonal High Water Table 168" Assumed — No groundwater Observed DEP APPROVED FORM 12/7/95 FORM 11 -' SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #1046 Phinneys Lane, Centerville MA Determination of Seasonal Kgh Water Table Method Used: ❑ Depth observed standing in Observation Hole: N/A inches ❑ Depth weeping from side of Observation Hole: 168 inches (assumed) ❑ Depth to Soil Mottles: None inches ❑ Groundwater Adjustment: None feet Index Well Number: Reading Date: Index Well Level: Adjustment Factor: Adjusted Groundwater Level: N/A DEPTH OF NATURALLY OCCURING PERVIOUS MATERIAL: Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system: Yes CERTIFICATION: I Certify That on September 17, 2000, (date), I have passed the soil evaluators examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature: Date: Lu3 1 1 FORM 12_ - PERCOLATION TEST Location Address or Lot No.: #1046 Phinneys Lane COMMONWEALTH OF MASSACHUSETTS Centerville , Massachusetts Percolation Test Date: 5/31/02 Time: 10:30 AM Observation Hole #: #1 Depth of Perc 38" — 54" Start Pre-soak 10:28 AM End Pre-soak 10:38 AM Time at 12" Would Not Hold 24 Gallon Presoak Time at 9 Time at 6" Time (9-6") Rate Min./inch < 2MP1 * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver Comments: Would Not Hold 24 Gallon Presoak - <2 MPI Site Passed X Site Failed DEP APPROVED FORM 12/7/95 a 3-24' MM. ACCESS YAW10tES PERCOLATION TEST 10' min. from to -6_ 3 t7t house tO septic tonk "NOTE ALL PIPES ARE TO BE 4• SCHEDULE 40 P.V C. 6 res view D A xl3tir19 OUMyOtiOn 1) .- _•; � ~ T.o.F efev. - tA10 0o within i n.cores h*d a o.W SAS - 9&00 SECTION A -A —lA a p be Dote of Percolation Test: MAY 31, 2002 .ithw i m. or rnieh.d grade v' `',. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. __ -cr°°'°"' s'°`x T°"' - °'.'s cro°t °. °-°o. - 9eoo Results Witnessed By. WAIVER -- ,� PROFILE VIER OF ADDITION TO LEACHING SYSTEM! / / / � W Excavator: Shay Environmental Services, Inc. S . oo? 3 3• of 1/8' - 1/2" washed PeostorteIN�T `/ `` / `` / : ou T °t S LP A� O Percolation Rote: Less Than 2 min- inch �� a / �y S DISTRIBUTION BOX AND LEACHING COMPONENT A10• .0.01 a$T. 80x Top of SAS - Etov •9600 3/4" to 1 1/2 Woshed Gushed Stone �� QN J L \ 3' t+s,,:num cer« 1. THE ACCESS COVERS FOR THE SEPTIC TANK, 1N �j T E T rRot Ftx,P NEW 1500 GAL. sm^ 3S' 0020`a Greoler A T, SHALL BE RAISED TO WITHIN 6' OF 3 7 T TT :j,�":.. �j p SEITIC TANK 2' IEftectne Dwt '"'`r..+ .� •: .:.� .;.�', ALL P1pES TO K tfED H-10 � b t5 � *� FINISHED GRADE. ; 0rC e• Test Hole IiASEtENT To I]fE OUTLET A; " - o, i I Me"" D o STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITS GAS BAFFLES OR EQUALS TM j No. 1 nu ra,a. ON All OUTLET TEE ENDS LOCUS MAP / Midway Ur i DEPTH SOILS ELEV. 6 h-d 3/4--1 1/2' s > v ^ PEAN VIEW c SYSTEM PROFILE b �, rn 3-2+ RE 1' ;, comwcted .tone tIOVAtItE OovER9 1" = 2000' 0 97 20 Not to Scole — I A I Sandy I c' _c' Z 4 4 Y ,� . ..,. , 4- Loam 2 5 e 4 Units a 6' . 24' mi, Clow, I GENERAL NOTES t0 rR 3/2 I 6 in of 3/4'-1 1/2' i 10 3' r STONE UNDER CHAMBERS 3, INLET IS"rwki_l2"_n,i. wat to outlet s_ •' tr eAET 0�-6� A o6.70; compacted stone ` Effeciwt y+atn p 4' INtF L1 ouTLET 1. Contractor tS responsible for Digs�fe notification m /0•e•" N' ' ![[LJJJI and protection of all underground utilities and pipes. 30' s -r a --- t__ s -r 2. The se tic tank on distribution box shall be set Study k4Ltum_D!_Iatllinls_]_El,cr.-�.b99_______ � EFFtctive Length Q ;_o• ,„„ level on 6 of 3/4 -1 1/2" stone. Loam c °�'�'+ 0Wd apM 3. Bockfill should be clean sond or grovel with no ,o rR 5/6SOIL ABSORPTIDN SYSTEM (SAS) stones over 3" in size. 1 6'- 30` Med B9e 94 75 FOUN0ATi0N f 'r 4. This system is subject to inspection during installation Sand O'— sErnC TANK -35' D-BOX --�5- - LEACHING FACILITY CULTEC MODEL 125 <H-20 LOADING)/ SHDREY PRECASTS - ! by m hay -' -• Cor en E. S Environmental Services, Inc. 25 Y 7/3 (OR EQUIVALENT) Not to Scale 5. The contractor shalt ;nstoli this system to accordance C, NOTE OVERALL HEIGHT OF INFILTRATOR IS 18 /EFFECTIVE HEIGHT IS 12 CROSS SECTION END—SECTION with Title V of the Massachusetts state code, the approved plan and Local Regulations I i 6. If, during installation the contractor encounters any TYPICAL 1500 GALLON SEPTIC TANK soil conditions or site conditions that are different from those shown on the soil log or in our design NOT TO SCALE Installation must halt & immediate notification be tI (H- 10 LOADING) mode to Carmen E- Shay - Environmental Services, Inc. ---- -- --- - 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines sholl be 4" diameter Sch. 40 NSF PVC pipes. Perc #1 10. All solid piping, tees & fittings sholl be 4" diameter Depth to Perc' 60" to 78" 40 - Perc Rate-<2 min./inch (In C-2 Layer) 701 Schedule 40 NSF PVC pipes with water tight joints- Groundwater Not Observed )v 11 SITE and Surrounding Properties Within 150' ARE No Observed ESHWT ADJUSTED H2O Elev. = None .9� ALL CONNECTED to Municipal Water. 76 g8 THE PROPERTY LINES ARE APPROXIMATE AND COMPILE- LOT #1 CHARLESD SAROM VARY THE SURVEY PLAN BARNSTABLE, MA BY 33,300 Square Feet �/- $ ENTITLED " PLAN OF LAND IN CENTERVILLE, BARNSTABLE, MA" -9 DATED JANUARY 1953 do THE DEED DESCRIPTION FROM - BOOK 2209 PAGE 32 (BARNSTABLE REGISTRY OF DEEDS) AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN ' THE SEPTIC SYSTEM INSTALLATION. NOTE ANY STRIPPED OUT SOIL CONTAINING LEACHATE o FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. LOT # 2 EXISTING FAILED CESSPOOLS TO BE PUMPED DRY & FILLED WITH CLEAN FILL MATERIAL. ' O ASSESSORS MAP - 273 LOT - #10 ZONING - RESIDENTIAL FLOOD ZONE C I - , Foiled Cesspool N THERE ARE NO WETLANDS LOCATED WITHIN A 200' -RADIUS OF THE SITED SEPTIC SYSTEM FOR #1046 PHINNEY'S LANE 9,. -- ---- _ EXISTING - — �,1CH MARK--.- TOP OF FOUNDATION GARAGE I ELEV. - 10000 (Assumed) cr \ EXISTING A 3 BEDROOM I ALL ounEi woo SHALL TIC 2 LEGEND SED(ST LE14L F R A SHALL 8E gal 5E7 IEVEt FOR AT LEAST Z FT � CONCRETE COVER 9y_ NEW 15� HOUSE 9 Septic Tonk ,9 3 - K"°""°t"S I 8X0 DENOTES PROPOSED ASS 1 12• e1LET SPOT GRADE 910 O - ouTtFT • e X DEN EXISTING 104.46 DENOTES E S'S a' - SCH. ao T ,.,$• SPOT GRADE _�— C'r � � I \ PLAN SECTION CROSS—SECTION pl ' 30.5 p PROPERTY LINE 0' 3 HOLE DISTRIBUTION BOX PROPOSED CONTOUR Q NOT TO SCALE 97- _ _ _ _ _97 EXISTING CONTOUR ► 1 :` " �} Q Design Calculations DEEP TEST HOLE & so' I 0 I /! � PERCOLATION TEST LOCATION :4 a Number of Bedrooms: 3 Equivalent to 330 Got. `, ay (330 Got Do Min FENCE 2L Garbage Grinder. No r / Y per Title V) - v TES HOLE 1, ' 1 d" Leaching Capacity Proposed 330 Gat /Day Minimum (Min Per Title V) > -4 Z ffl �- PRIVATE DRINKING WATER WELL C- N rn Z ELE = 97 21 I ,�� ,rFoiled �� Septic Tank - 3 x 330 Got./Doy = 660 USE 1,500 GAL. Septic Tank n m -4 - O Cesspool 2 SOIL ABSORPTION AREA: Using percolation rote of <2 min. inch O �r/ Bottom Areo 0.74 al s ft. x v N g / q9 p 300 sq ft. 222 gallons REVISIONS )> \ l Sidewoll Area: 0 74 gal /sq. ft. X 160 sq. ft. - 118.40 gol►ons 7. Fn - vn O l ' Providing = 340 40 gollons m�' Z z N0. DATE: DEFINITION -.4* v G) Use: (4) CULTEC MODEL 135 UNITS, HAVING A 1' EFFECTIVE DEPTH, CO 0 FZi'1 2 TO BE USED WITH 4 0' OF WASHED STONE ON THE SIDES, 3. OF WASHED STONE —_� — __ Z t7 M r ON THE ENDS AND 1' OF WASHED STONE BENEATH THE ENTIRE SAS ?NI Q , 9 fn 5� A a ------ — -- _ —t' 2 1 v - cn Nt j0 �z n P�� tom- G) rl1 oF � P RO P O S E D PREPARED �UBJURFACE SEWAGE DISPOSAL SYSTEM , OF # 1046 PHINNEY"S LANE MRS . MAURINE P . VASQUES CENTERVILLE , MA 1046 PHINNEY' S LANE \ PREPARED BY: CENTERVILLE , MA 02632 Iv rCAF CARN Y Et SHA Y Z Y A ENVIRONAENTAL SERVICES, INC. 0 20 40 50 No. 1181 34 THATCHERS LANE �Sa1sTEi`* EAST FALMOUTH, MA 02536 ANI TARP SCALE: 1 "=20' TEL/FAX : 508-548-0796 SCALE: 1 "=20' DRAWN BY: CES DATE. MAY 31, 2002 PROJECT#SD-321 FILENAME: SD321 PP.DWG SHEET 1 OF 1