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HomeMy WebLinkAbout1076 OST.-W.BARN. RD - Health 1076 Osty^5�^ �°'� Marstons Mills _ A= 12, '008 i TOWN OF BARNSTABLE LOCATION 10")to SQL, KJ SEWAGE# ® , — 0 1 (. VILLAGE , ,fin 1 S ASSESSOR'S MAP&PARCEL l 2 - U O INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY (Sy u 0 ,o LEACHING FACILITY:(type) LZo)iKe 3(0 l (o (size) I S- x 2 o NO. OF BEDROOMS 3 OWNER Kc ,,ry,4C L PERMIT DATE: kc1 2b 1( COMPLIANCE DATE: l 7- Za (( Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /V© N 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 C�ll,2Q r J c�Q G� Q fj tS L C C Al �3 2Z• v � 32 cov,S 1 D9 3� �6 3 S �l No. Fee 0 �I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftPhration for Mis oral Opstem (Construrtion i3ermit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. jC'7(a u S�-we- 3AM7t e&4 Owner's Name,Address,and Tel.No. ^ ` 'Z r r_v. AAA CUr1-0. zl� 1 Assessor's Map/Parcelf 2�- C�c�lS ' (1 V 1 ( i v-1(, led Installer's Name,Address,and Tel.No.C 14(� &LICrr* ,f Designer's Name,Address,and Tel.No. S u k Y 7 7 y 0 d y z S Y v 7 F PC 40 7 C. OV-3 I V\AAA4... w CJAC.5 t ettn.1't i fit.C_ rK 1"Z. iiu. 'c �. t r n Type of Building: Dwelling No.of Bedrooms d� Lot Size 3 5 7? sq.ft. Garbage Grinder( ) Other Type of Building v S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 V gpd Design flow provided 3 S 5 , 2 gpd Plan Date 1 ' l 3 1 k Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Caul fN f( Description of Soil vv,.L d SAa d (,.L) Sze e Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. /Qpe Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued `x4#"-"X't� w..c..i«. !�w#'"""*+'}"`-""''"'"` r ;, « � a^b..^-• �w.+�' «�n. .:,► n�:- ,v .. ��..-��s,n` .-rr +i:. F.+7vw-+•.,-�+��..,.�;�+ -'""s.�^•,+e�:yz:r.^�.�.�: :y:..rc---«_`.�,,,,r;.,. . ......�„ 1. _: ../ No. Fee _0 THE COMMONWEALTH OF MASSACHUSETTS Entered.id computer: r PUBLIC HEALTH DIVISION -TOWN.OF BARNSTABLE, MASSACHUSETTS Yes - �� iiatiort or is o aY pst:e» Construction �ernttR\ w Application for a Permit to Construct( ) Repair V) Upgrade( ) Abandon( ) ❑ stem Complete Sy stem y El Individual Components Location Address or Lot No. (0-7 6 0 S` •w e,—\ 13PC„, , �tr Kc Owner's Name,Address,and Tel.No. P" t � Y ,J•.e-v Mc CC,vv-.e cat r Assessor's Map/Parcel (Z S- O v$ u' I I 4�; t la Installer's Name,Address,and Tel.No.C�i? �(, Eh��l ,,,f Designer's Name,Address,and Tel.No. S- " .-/7 7 S• 31 3 P® 7c.3 fVr 'MA�� ) wC,J`c 5 wig' i-tJ vv. C✓v�S old v1r) tnvs( ,��14 Type of Building: Dwelling No.of Bedrooms Lot Size 3`1• 7 -r sq.ft. Garbage Grinder( ) Other Type of Building y2 o S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 y gpd Design flow provided ? S Z gpd Plan Date 1 - [ ; I Number of sheets Revision Date Title Size of Septic Tank S U O V, y Type of S.A.S. Description of Soil _L d SA^d lfl U St c. v _ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r. s accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed (^ EA: e2 /1 a Date / Application Approved by /' G m j�1 fl Date Application Disapproved by / f Date for the following reasons Permit No. "'* , Date Issued v' + r �� ,. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( t4 Upgraded{ ) Abandoned( )by (1,,., v�_• cj`e S' Lo,, at r (?d o has been constructed in actor ante with the provisions of Title 5 and the for Disposal System Construction Permit No. r / dated ` Installer 01"I I u.I-,U �, (-A- ,,V, s c � Designer ��,,,/y xM 4 J #bedrooms Approved design flow 2 C S gpd The issuance of thi's permit shall not be construed as a guarantee that the system will-function as designed. C Date Inspector .. - ----No. / -,/ •"_�/------------------------------------------•-------:---------�--:------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Vsposal *pstem Construction permit _ Permission is hereby granted to Construct( ) Repair( t/)j Upgrade( ) Abandon( System located at o C.V-4, ,t�c �.c~- ^, Sae and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. � f Provided:Constr/uction must be fcompleted within three years of the date of this permit. Date Approved by yr ' � down cape engineering, inc. SIEVE SOILS ANALYSIS 1076 Osterville W Barnstable Rd MMills.xlsx DATE OF REPORT: 1-15-2011 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 1076 Osterville West Barnstable Road, Mills, MA LOCATION: 1-12-11 TP-1 McEntee- sampled at 84" SIEVE ANALYSIS Weight Sample(Grams): 308.2 SIZE ;WEIGHT RETAINED %RETAINED % PASSED -- _ _ ....sum) ....... ---------- - . _ 1' 0 0; 0.0%: 100.0% 3/4"---------- ---------- -- - 6--�--------------0-0% ---------100.0% & -•� ------------- ---------------------- •- -------------- ---- -L-------------- -- 1/2" 0.0: 0.0%: 100.0% --------------y......................... ro---- "--------- ------r----------------- 0. 10 r------ ----------------- 272' ---------- 8 8-- 91.2%0 ------- 20 104.1: 33.8% 66.2% ------- _._.._i.......................... A---------------------t..........4.-...-.-. Tr-r0 199.1 64.6%; 35.4% ----------------.•--_-_----._..-_-------__T.---.-_.__---�.-_---Y_•_.____•__.__------ 50 238.8; 77.5%; 22.5% ------------:....................--.....------------------- 80 280.7: 91.1%: 8.9% lOp-------�......... ..... . '29T8.-------------96 6% - - - -----3.4% -_ -______-_-.---------------------..-..-d---------------------L---------_.__-_-__ 200 306.8: 99 5%! 0.5% PAN_e____ -f--------- ------- 3----- ---- -----100.0%j--------- 0.0% - -----------: ------------------ -08 -,---------- - -- SAMPLE: 308.2. NOTE: TEST ON PASSING#4 ONLY,4%RETAINED ON#4 <45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3(GRANULAR, COARSE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) oK #5010%-100% OK #100 0%-20% OK #200 0%-S% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION RESULTS: PERMEABLE MATERIAL-CLASS 1<2 MINAN. MATERIAL — NONCOMPACTED OF e•;� 4.�� SOIL DESCRIPTION: MED SAND, 0.74 GPD/SF MATERIALANjE� p � , u G1111L t., No.46502 � ti 1.. le Town of Barnstable P# f 3 7�- Department of Regulatory Services IWASS r Public Health Division 200 Main Street,Hyannis MA 02601 Date j ? Date Scheduled Time- / / Fe s Foil Suitability Assessment for S'ewa Disposal y Performed By: ems ge Dz Witnessed By: L•1 vv_ J O� Location Address LOCATION& GENERAL FORMATION /� ( ? �S N•'��/ Owner's Name Address -SA Assessor's Map/Parcel: ryl d-S—0 0 0 Engineer's Name (�N1aP t1%r 9 to �C/� NEW CONSTRUCTION REPAIR Telephone# VjYf—'731_c.f-7 b�r ' Land Use �S/����-/��� Slopes(%) Surface Stones h/ A- Distances from: Open Water Body /SZ _ft Possible Wet Area 7/0U ft Drinking Water Well �Sa ft Diaihage VVay _,7 t SM ft Property Line 7711 ---�_ft Other ft SKETCH:(Street name,dimensions of lot,.exact locations of test holes&perc tests,locate wetlands in proxim;ty to holes) 20` Parent material(geologic) Depth to Bedrock /}— Depth to Groundwater. Standing Water in Hole: /1� --�-�_ Weeping from Pit Fpce Estimated Seasonal High Groundwater ;;P.140 t Method Used: DETERMINATION FOR SEASONAL HIG- H WATER TABLE Depth Observed standing in obs.hole: In, Depth to soil mottles: Depth to weeping from side of obs,hole: Readin in. IndexWeli# in, Groundwater Adjustment Ad) fc.Reading Date: Index Well level .factor, ,� . _- Adj.drnundwnterl.evel,,,,�, PERCOLATION TEST Harp Tltne Observation HOIe# Time at 4" Depth of Perc _- a(*G/ —� Start Pre-soak Time @ c/ (9"-6") -- End Pre-soak C// UA Rate MinJlnch tom- 4rc S( 15, Site Suitability Assessment: Site Passed__01— Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG WSUrface h ftrn Soil Horizon Soil Texture Hole#—I (in.) Soil Color Soil. Other (USDA) (Munsell) Mottling (Structure,Stones;Boulders. ®—2. on i ten `%'Oravell '—`L 1�0 -(Z C 02 DEEP OBSERVATION HOLE LOG ' Depth from Soil Horizon Soil Texture Hole#Z. Surface(in.) Soil Color Soil Other (USDA) (Munsell Mottling (Structure,Stones.Boulders. .0 3 onsi en °t, ravelL 6 : 4 o toYrzS/47 DEEP O BSERVAZ'ION HOLE LOG Hole# �P�from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other' (USDA) (Munsell) Mottling (SWeture,Stones,Boulders.- .. i to 7e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color 5011 Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones.Boulders. on i n 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 Occurring Pervious Material Does at least four feet of naturally occurring perviou§material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? 'Certi_ fication I certify that on (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 tr ' ' ,expertise and experience described in 310 CMR 15.017. Signature Date Q:\.SEPTiC%PERCFORM.DOC 01/31/2011 09:03 5084775313 ENGINEERING WORKS PAGE 01 s Town of Barnstable Regulatory Services Thomas F.Geiler,Director Public Health Division Thomas M Kean,Director 200 Maio Street, Hyannis,MA 02601 Office: 508-8624644 Fax. 508-790-6304 Date: ► 1 \1 Sewage Permit# a 011- O:I I p/p ZS-Q dg Assessor's Ma arcei Installer&Designer Certification Form Designer: Installer: 4..P- Ccuej Address: WdAs I V'\ C.. Address: e d% 7.6 ILAIf On 1 `t 20�1 e wE da was issued a permit to install a (date) (installer) ,^A septic system at 10 7(v oS�-�rv�7� W� ►3 c•rv�S�`' ep based on a design drawn by (address) II t dates I t 13 t I (designer) I certify that the septic system referenced above was installed substantially according to the.desir, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify"that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of_any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if re inspected and the soils were found satisfactory. (H OF PEj0R T. McENTft' In er's SWW114 civet. Ho.3B1Q9� A � 4 1 NiL (Designer's Signature) (Aix tamp ere PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BVXLI!QAU ARE RECEIVED BY TEM RAgNSTABLE PUBLIC HEALTH D VI THANK YOU. q:\offiw formsWeaipmcertification formAM f b-I BLS a� E COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ;#w . DEPARTMENT OF ENVIRONMENTAL PROTECTION fD 7 r RECEIVED `*_ 121 Jet APR 6 2001 ' r . TOWN OF BARNS I ABLE s HEALTH DEPT. TITLE ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM �'� ; PART A ' CERTIFICATION. Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 Owner's Name: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS ;i Owner's Address: BOX 484 SKOWHEGAN MAINE 04976 Date of Inspection:4/26/01 Name of Inspector: (please print) JOHN GRACI .J�rb Company Name: SEPTIC INSPECTIONS Mailing Address: P.O. BOX 2119 TEATICKET,MA.02536 `' ,r Telephone Number: 508-564-6813 FAX 508-564-7270 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is 31. ' .. 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 ' '' L M '11 W inspector pursuant to Section 15.34d-of Title 5(310 CMR 15.000). The system: l: _ Passes';., X Conditionally Passes <>, r _ Needs Furthe5 E aluation by the Local Approving Authority Fails kb: Inspector's Signature: Date: 4/26/01 y� F f ' The system inspector shall submit a lopy of this inspection report to the Approving Authority(Board of Health or DEP)within , a� 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the y;.! ;.:; inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be t r I sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. #'1' t Notes and Comments THE SYSTEM CONDITIONALLY PASSES TITLE V INSPECTION.THE MAIN CESSPOOL NEEDS AN OUTLET TEE. i �r 1i THE COMPONENTS OF THE SYSTEM ARE STRUCTURALLY SOUND AND SHOW NO SIGNS OF FAILURE. WHEN THE TEE IS INSTALLED,THE SYSTEM WILL MEET TITLE V CRITERIA. ****This report only describes conditions at the time of inspection 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. s° c;_ i r Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A � t'. CERTIFICATION (continued) ' tr, jx, . 1S Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008td ;. Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS Date of Inspection: 4/26/01 ? K k Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D Y�t A. System Passes: _ I 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 SYSTEM CONDITIONALLY PASSES TITLE V INSPECTION.THE MAIN CESSPOOL NEEDS AN OUTLET TEE.THE COMPONENTS OF THE SYSTEM ARE STRUCTURALLY SOUND AND SHOW NO SIGNS OF FAILURE.WHEN THE TEE IS INSTALLED,THE SYSTEM WILL MEET TITLE V CRITERIA. B. System Conditionally Passes: ,�;•t X One or more system components a;described in the"Conditional Pass"section need to be replaced or repaired.The t tx F system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. low, Answer es no or not determined fY N;ND m the for the following statements. If determined" lease explain. a y (.., ) � g P P n/a The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits `,,k, ',< substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board 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: n/a n/a 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 , Y ND explain: n/a t:•` n/a The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass , inspection if(with approval of the Board of Health): E4.#�f) _broken pipe(s)are replacedx ; _obstruction is removed u?'w ND explain: n/a &, , i ;t Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS j. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM "�a PART A a CERTIFICATION(continued) Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 �a € Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS 't Date of Inspection: 4/26/01 r C. Further Evaluation is Required by the Board of Health: i .. �,i,; _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to it jI protect public health,safety or the environment. '.I.I t•7Y j,��A 1. Svstem will pass unless Board'!of Health determines in accordance with 310 CMR 15.303(l)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50`feet of a surface water _ Cesspool or privy is within`50 feet of a bordering vegetated wetland or a salt marsh i i e Y7.. 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the i system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water ; supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ' 3 _ The system has a septic`tank and SAS and the SAS is within 50 feet of a water private supplywell. P _ The system has a septic tank'and SAS and the SAS is less than 100 feet but 50 feet or more from a private water R supply well".Method used�to'determine distance n/a r i ** ` ` performed at a DEP certified laboratory,for coliform bacteria and This system passes if the well-water analysis,p rY, .+ 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 this form. yr ya a. 3. Other: "'kl ;.;.y' n/a B I 3 r 4 "t 1 -y5 •i. 4:i-•• Zf 1' n Page 4 of 11 4, 7;_ OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE°SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A ' CERTIFICATION(continued) Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 Owner: ESTATE OF CHARLES;MULLIN C/O PAUL PARSONS {' Date of Inspection: 4/26/01 I q 6 D. System Failure Criteria applicable to all systems: Y PP Y •.,��,�r ', You must indicate"yes"or"no"to each of the following for all-inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X. Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow _ X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped n&. X Any portion of the SAS,cesspool or privy is below high ground water elevation. ..i X Any portion of cesspool-"or privy is within 100 feet of a surface water supply or tributary to a surface water supply. + :' X Any portion of a cesspott, privy is within a Zone 1 of a public well. °a 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 50 feet from a private water supply well with ,a no acceptable water quality.analysis. [This system passes if the well water analysis,performed at a DEP �1 certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free °Cu. from pollution from.thatifacility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or f ,� " less than 5 ppm,provided that no other failure criteria are triggered.A co of the analysis must be '_arid . gg PY Y attached to this form.] ra +fE, _ (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310I 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. 1e1-4 ;d�" 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 X the system is within 400 feet of a surface drinking water supply t X the system is within 2001feyeytgof a tributary to a surface drinking water supply t Ml 1.. 4 _ X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered'wyes"to any question in Section E the system is considered a significant threat,or answered n���)� "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat rl%r�, 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. `Fs ioq,� t` Page 5 of 11 t OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS t . s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS Date of Inspection: 4/26/01 � Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No X _ Pumping information wasprovided by the owner,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? X Have large volumes of water,,.been introduced to the system recently or as part of this inspection ? kit X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up? ;7� P X _ Was the site inspected for signs of break out X _ Were all system components,excluding the SAS, located on site? ,4, Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the Y:= baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? cw r 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 determined based on: Yes no X Existing information.For example,a plan at the Board of Health. ; 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)] T i r`7 i • Et. S Page 6 of 11 .1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ` '' SYSTEM INFORMATION Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS ?x"" Date of Inspection: 4/26/01 �f 3 FLOW CONDITIONS RESIDENTIAL E � Number of bedrooms(design):2 }Number of bedrooms(actual): 2a; DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):220 Number of current residents:0 it�y Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] , Laundry system inspected(yes or no): NO '! Seasonal use:(yes or no):NOrl Water meter readings,if available(last 2 years usage(gpd)): n/a Sump pump(yes or no):NO Last date of occupancy:3/31/99 COMMERCIALANDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sqft,etc.): n/a Grease trap present(yes or no): NO`' Industrial waste holding tank present(yes or no): NO ` Non-sanitary waste discharged to the Title 5 system(yes or no): NO , 4 3 Water meter readings, if available: n/a„. f# a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION r, Pumping Records 55 Source of information: n/a Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--How was quantity pumped determined?n/a Reason for pumping:n/a i TYPE OF SYSTEM X Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) s t�4 Tight tank Attach a copy of�the DEP approval Other(describe): n/a ; t Approximate age of all components;date installed(if known)and source of information: ORIGINAL-36 YEARS OLD t. L 4, ix i Were sewage odors detected when arriving at the site(yes or no): NO Page 7 of 11 ts,' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS # SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS Date of Inspection: 4/26/01 r BUILDING SEWER(locate on site plan) 4.i Depth below grade:36" Materials of construction:_cast iron —40 PVC Xother(explain): ORANGEBURG Distance from private water supply well or suction line: n/a Comments(on condition of joints,.venting,evidence of leakage,etc.): TOWN WATER kr SEPTIC TANK: X(locate on site plan) ,t. Depth below grade: 24" Material of construction:Xconcrete_metal_fiberglass_polyethylene other(explain)n/a � } If tank is metal list age: n/a Is age;confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) - Dimensions: 6' X 6' BLOCK CESSPOOL" '`��� Sludge depth: n/a '' ' Distance from top of sludge to bottom of outlet tee or baffle: n/a €. Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a '~K"' How were dimensions determined: MEASURED Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): THE CESSPOOL NEEDS AND OUTLET TEE INSTALLED TO MEET TITLE V CRITERIA.THE CESSPOOL IS _t k j STRUCTURALLY SOUND AND SHOWS NO SIGNS OF FAILURE.THE CESSPOOL WAS EMPTY. GREASE TRAP:_(locate on site plan) Depth below grade: n/a Material of construction: concrete'',metal fiberglass polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a fir,"fl Distance from top of scum to top of outlet tee or baffle: n/af , Distance from bottom of scum to bottom of outlet tee or baffle: n/at ¢" Date of last pumping: n/a ' Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): ' ,t�l n/a ,iF. 0 .•.a 3._ . f',' 7 Page 8 of I 1 � r t ;t 4 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) A Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 ' Owner: ESTATE OF CHARLES'MULLIN C/O PAUL PARSONS ; Date of Inspection: 4/26/01 t:s. TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a ix;+ Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a =1 Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO , Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): f n/a DISTRIBUTION BOX: _(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: n/a F .1 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into ;y or out of box,etc.): n/a i a 'V,. r: "I <}"x PUMP CHAMBER:_(locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): ` n/a r R.i. i S i� k° i� o�1 R Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C i; SYSTEM INFORMATION(continued) k. 3 Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS x1 j Date of Inspection: 4/26/01 SOIL ABSORPTION SYSTEM{SAS): X (locate on site plan,excavation not required) ' 3 If SAS not located explain why: n/a _ Type +.j.. n/a leaching pits, number: n/a n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a ' r n/a leaching fields, number: n/a 6'X 6' BLOCK CESSPOOL overflow cesspool, number: 1 n/a 1 innovative/alternative system `- a:l Type/name of technology: n/a 4i •.3�:.? ' 3 Comments(note condition of soil signs of hydraulic failure,level of ponding,dam soil condition of vegetation,etc.): g Y p g, p THE OVERFLOW IS STRUCTURALLY SOUND AND SHOWS NO SIGNS OF FAILURE.RECOMMEND : ;':'R' RAISING COVER TO PIT-4' DEEP.THE OVERFLOW WAS EMPTY. T CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) t, i Number and configuration: n/a i> Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a ' Materials of construction: n/a Indication of groundwater inflow(yes or no): NO p Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): x n/a PRIVY: (locate on site plan) T i Materials of construction: n/a f ; Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): n/a `�.1 . 9 Page 101 of 11 t; 17V":; OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 P y ° ," Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS Date of Inspection: 4/26/01 SKETCH OF SEWAGE DISPOSAL-SYSTEM p`'i Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. { r; Locate all wells within 100 feet. Locate where public water supply enters the building. .axe i •,S.t r e l4 4 'VW i -14 i i fish 1" J s i� . •1t L`��t��, C 41 `sf• Page 1 l of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE'SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C SYSTEM INFORMATION(continued) Property Address: 1076 OSTERVILLE/WEST BARNSTABLE RD WEST BARNSTABLE,MA 02668 M128 P008 '.., Owner: ESTATE OF CHARLES MULLIN C/O PAUL PARSONS Date of Inspection: 4/26/01 t• 3 t SITE EXAM r _Slope _Surface water _Check cellar 4 Shallow wells t Estimated depth to ground water 15+feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a NO Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) YES Accessed USGS database explain: n/a .. You must describe how you established the high ground water elevation: USGS MAPS AND CHARTS- 15+FEET 4. i t t 1 f t A � # X as BORTOLOTTI CONSTRUCTION, INC. P. 0. BOX 704, MARSTONS MILLS, MA 02648 508-771-9399 508=428-8926 508-428-93991FAX SEWAGE DISPOSAL SYSTEM EVALUATION Inspected By Date: Property Address: Map &Lot#: Owner%Buyer: Mailing Address: NOTE: A satisfactory evaluation does not guarantee that the systein will continue to function: A Sketch of the property and sewage disposal components must acc6mpany this form. RESIDENTIAL COMMERCIAL USE Lot Size: Lot Size: No. of e rooms: Type o usiness: Garbage Grinder:,IX& Water Softener., Sq. Ft. of Bldg.: Other !Water Use:(Appliances) No. of Employem. Water Use Activity:_ Year Round: -_-, Seasonal: - v Water Source:: Water:Source: Septic System Installed(Date): Title V Yes O No ( ) No. Size Length Type Ft. to Ft. to Condition. Well Wetland Building Sewer Scptic Tank Effluent Pipe Dist. Bor Dist. Pipe Leach Pit Flow Diffussor Leach Trench Stone Cesspool Pump✓Chamber Evidence of Ground Stain Yes. (? ) No. (0 Unknown Evidence ofBrealcout✓Overload Yes O No Unknown O. Evidence.of Overflow to Surface Yes O No (,,) Unknown ( ) Evidence of Lush Grorvtli around Pit✓Cesspool. Yes ( ) No Unknown ( ) Standing Liquid in Pit 112 or More Full Yes O No (V� Unknown O. Eviderz e of Excessive Pumping Required Yes O No (� Unknown ( ) Cod vents: (p"Y " ev, , �&� f Ft LEGEND ^ N tone ridge In 98 --EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE SO�therlon d EE LOCUS W D WATER Svc. (approx.) D Bx 1378� �� BOG IF P°cr t9 TEST PIT /P' 303 l BENCHMARK v Round Pond aV+h Rd p\d FOtm 3 N> \\e Lance's Lo Mountain c" I Ash R .�hOichet d `— — Rp5s Vol Notw01 - � ,NeotheN°ne WY LOCUS MAP NOT TO SCALE EXISTING CESSPOOLS TO BE PUMPED & FILLED W/SAND AND ABANDONED �' ------- -_ - ,,-- SPIKE SET 4B- ------- - // i • 533 Ql 50 -� Sic' Z(/�co, S6Cz � C, STRIP01yT BOUNDARY-5-4 JSES WOTE 11:-SHEET 2) 00 1 O co --------___��' : PROPOSED O TP-2 5�,85 Ln o V SEPTIC TANK � r 1 N � /-56 /� ---- 56-----5--- SS, P 1 -L -, 1 k O 1 IN Ln pAr S891k A TTACHEDS•9 . 111.2 6p� ---- 601�, STORAGE $ S p 4g k /� S9 9 SHED VENT S6 63 S/j 40 1 k 6011 DECK Bendhmark 60 31 �( TOP 0/' SONO TUBE \ /EXISTING : EL.=59.04(Assumed) k: A- HOUSE(#1076) 613� S 3 :5814 61,30 T.O.F.=63.7t/ k I CELLAR FL. EL.=56.2f \. I - y / 61 6 k .� 59 . �� k SO i 16 60 9P /i 6e,0 DECK c S 8 S,5S 6 619 i i I � ; 6 Iv t1% c�ps�-� �.�_J � 6�'00 k 661.0 I � � 1 stone driveway APN 125-008 Q �\ r 34,578 S.F.t 3.° k 'sc' 6�?094 196 61.69 12-00' I .3 F'i��00 N 08` 0'00" W 6244 6 125 io 36, 6�&0 N 04`00 E 6 6 98 O303 ep'9e Of 6�40 *SS 44 �/��� 6313 po�e�eryf 8 6 o PETER T. M c l L CIVIL No. 35109 OF GI SZER�� S L \ OWNER OF RECORD R�,q� McCORMACACK, BRIAN T & JULIA A 1076 OSTERVI LLE-W.BARNSTABLE RD. MARSTONS MILLS, MA 02648 Engineering by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works, Inc. 1"=20' P.T.M. 104-1 1 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET No. 1 076 OSTERVILLE—W. BARNSTABLE RD, MARSTONS MILLS, MA (508) 477-5313 1/13/11 P.T.M. 1 of 2 Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 i s NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 50.8 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT CELLAR FL. EL.=56.2t CHARCOAL F.G. EL.=56.0±(EXISTING) F.G. EL.=54.5(MAX.) F.G. EL: 54.6t F.G. EL: 54.8-56.8(MAX.) VENT r� MAINTAIN 2% GRADE MIN. OVER S.A.S. L = 19' L = 8' L = 9'(MAX.) INSPECTION PORT @ S=1% (MIN.) @ S=1% (MIN.) @ S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SC1% PVC 6" 6 10.75" TO 14" INVERT IN M. . INV.=52.50 48` LIQUID INV.=50.40 I ; LEVEL GAS BAFFLE . 5 ROWS OF 4 UNITS AT 5.0'/UNIT = 20.0' INV.=51.77 PROPOSED INV.=51.60 - . INV.=52.25 D-BOX SOIL ABSORPTION SYSTEM (PROFILE) (4 OUTLETS) PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER TIE IN TO EXISTING SEWER BACKFILL WITH CLEAN NATIVE OR AT, INV.=53.9t (VERIFY) PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=50.83 INV. ELEV.=50.40 INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=49.50 GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 2.83' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. TO HIGH GROUNDWATER EFFECTIVE WIDTH=14.2' V EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL=44.4 - MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. - USE 5 ROWS OF 4-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: JANUARY 12, 2011 (REF# P-13,174) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE (SE#1542) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DAVID STANTON-HEALTH AGENT LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 1) A 3' variance to the 3' maximum cover requirement, for 6' of Elev. TP- 1 Depth Elev. TP-2 Depth max. cover. S.A.S. shall be H-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 55.5 0" 54.9 0" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE FILL DESIGN .ENGINEER - - ,- - ,: _ _ _ - FILL' 53.5 24" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING A FROM THOSE SHCWN HEREON SHALL BE !REPORTED TO THE DESIGN SANDY LOAM 51.9 36" ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 4/2 A 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 53.0 B 30" SANDY LOAM 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF SANDY LOAM 51.6 10YR 4/2 40" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 5/8 B HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 50.5 60" SANDY LOAM 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C 1OYR 5/8 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 48.4 C 78" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS MED. SAND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.5Y7/3 DIRECTED BY THE APPROVING AUTHORITIES. (SAMPLED) MED. SAND 2.5Y 7/3 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 45.0 126" 44.4 126" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SIEVE ANALYSIS RESULTS: CLASS I SOILS 0.74 LTAR IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). PERC RATE <2 MIN/IN. ("C" HORIZON) 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE NO GROUNDWATER OBSERVED INSPECTED BY DES GN ENGINEER PRIOR TO BA.CKFILL. $ PARTIAL STRIPOUT IS REQUIRED TO APPROXIMATELY EL.=48.4 IN VICINITY OF TP-2 - SEE NOTE 11. DESIGN CRITERIA 63.25" NUMBER OF BEDROOMS: 2 BEDROOMS 0 - SOIL TEXTURAL CLASS: CLASS I ts" DESIGN PERCOLATION RATE: <2 MIN/IN 34.5" DAILY FLOW: 220 G.P.D. DESIGN FLOW: 330 G.P.D. GARBAGE GRINDER: NO LEACHING AREA REQUIRED: (330) = 445.9 S.F. TOP VIEW .74 60„ PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY FREND CAP END CAP ONT VIEW SIDE VIEW PROPOSED D-BOX:: 1 INLET, 5 OUTLET (MINIMUM), H-10 RATED END CAP USE 5 ROWS OF 4-ADS Arc 36HC UNITS WITH NO REAR/TOP VIEW SEPARATION BETWEEN EACH ROW & NO STONE NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. (Arc 36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF 4640 TRUEMAN BLVD m. Are DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. ADVANCED DRAINAGE SYSTEMS,INC. HILLIARD, OHIO 43026 UNITS MUST6HC BE STAUETIUL PED H-20 d Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works, Inc. N.T.S. P.T.M. 104-1 1 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 1 076 OSTERVILLE-W. BARNSTABLE RD, MARSTONS MILLS. MA (508) 477-5313 1/13/11 P.T.M. 2 of 2 Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 /v f fGcf' L rTG'l Q /"G G GJ Jyl lCG/I 0 G 0 5 71e1 �ii�� !�- /�a✓tis�.�� I T y Nod IW,l/s 10a- 0�6 6cam5 ,oA- ceA k I ! a a G0Y- Poor I# eXis117P for #3 �Lw � wig t hex,*`i4 *ew l-,Ayz t jlrrNy Roves 3� ut� o� � a 3 3 _ rj3 �d geolrvol w2 IlWo- /p �' 5 woaa¢,,6c 9 Ida 2 aHWed 4o A01,5e �un�css