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HomeMy WebLinkAbout0268 GREAT MARSH ROAD - Health FA268 GreatM d arsh Rd 'enterville = 21.0051 �a14 tscYcrOCOy. UPC 12'14 ' NO 1�pR l►ga,�,�►`� HASTINOS. UN 1 <3 /17 0k15- L" TBM-1 OUTSIDE CORNER/STEP EL.=98.78 x-8-7,94 88.02 88.66 x 89,65 `\ /� 9 6 . _ -+ � S61 0, , \— 100 0, 90.29 O A ,,� 93,24 C/` C/V*.- 93/ x 91,25 1,03 TP-2 90- � v PROP. :• oPR0p3 8 TP-1 SEPTIC p / —96—'PAN OVENT�� i y?y98,33r 7 (6'/ TO U x/95,75 /EXISTING N '99 40 -- 9 HOUSE(#268) /� 99.20 98 0I T.O.F.=100.5.t / GARAGE 100. PORCH h' • O ' 99.33 Ad p STONE... LOT 21 x 100.0 N..:DRIVE q, MBL 210-51 . o 1 10,680±S.F. A x �9,t I 9.99\ 99,63 I \ / 100),14 97.94 edge o/ DRIVEWAY., ) a, a , poke�ent 16 98.71 L / 5 9,85 A,.,L=2g ; 99.68 �4 p 99.37 �l �/ x 0 1`1 99.52 PIN !� 99,82 99.61 OWNER OF RECORD O1Q� GUINETTEx t*50L 268 GRKN MARSH ROAD CENTERVILLE, MA 02632 , t TBBm-1 OUTSIDE CORNER/STEP EL.=98.78 88.02 88.66 x 89.65 h/ 69• _ + 9-0 `58 \- 1pp00�\W 90.29 9 93.24 / x 1,03 c2 L��� / �------94q_ �_J11 ,�1.25 TP-2 PROP 9318f, '; �38, 3 SEPTIC ' TP-1 -96-TAN p 0 S, VENT' 97, 98.57 � � 97,5 �� \ 7�/ x 2p� PA 770 am U J N - x/65.75 /EXISTING 99.40-, 6.9 0 HOUSE(#268) 99.20 $ I / GARAGE 100, PORCH 99.33 �STON x 100,0 LOT 21 N.°DR1V MBL 210-51 .10,680±S.F. 9 9� x I 99,63 CD �` 1 100),14 � o x 10 ,;4Gl'.: I o 97.94 J.—5y� . -:'DRIVEWAY.. Qj Of g r1602 ,p, /N �a 98,71 L 5 9.85 / L=2C3 99.68 99.37 R-�9 e x 01 L 99,52 PIN Z T 99.82 1 99.61 OWNER OF RECORD o GUINE TEx c:b�ff0L 268 GRM MARSH ROAD CENTERVILLE, MA 02632 I TOWN OF BARNSTABLE LOCATION 7,68 Of&-a{t tUcrb'�� SEWAGE# `-D jS-—. / y� VILLAGE rr.&*ae-u tt le ASSESSOR'S MAP&PARCEL a S-1 INSTALLER'S NAME&PHONE NO. 'DwWcet, p► -jS oot3t 3--oC SEPTIC TANK CAPACITY 1 SOa 'a ec.J 20 LEACHING FACILITY: (type) �,.-�,�. ClnGrnbPCAS (size) 11 X IS I NO.OF BEDROOMS 3 OWNER PERMIT DATE: ( -�j ./�' COMPLIANCE DATE: `a ' ac, Separation Distance Between the: at Pea- 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-'vZ-)006' fai w o'4N'6 Dr `AC 0i r-:Z9'1', 'D-N3`3 - jig 1 1*` l Tt?1W�=15 TABLE rem / SaWAG . -j-er V Ile ' AS ESSOIVS MAC' INiSTFiL7.,EWS P+tARJI:W n&7 NO SEPTic i - :_ � e 5S ( .. (step}.,,,:yam�•,,,,a-� LC.ACMG'L A,C ICY (�S' No OO S ORMNE apow�li`llt�,Euu�u$etvret�tlaa � 11 RximumAd}ustctlt tauttclwtltel'!'abietoti, 13ottaraofi Lea:hln l�iir,ilily L'C4S i'tivatc;W x�► Sup+ly d ii n i,d{,e4(..hins 1?aciiity tuty: iolis cx4st 6 al►allu:a► within 100 feet of TOM, iu fr�ctltty) .cl i^cy WetQur�9.u�ad.Leaclting Fs ijily(ff any wetlandti else ivtttaita, QQ-fet;ti Of 66bing• ldility), Fit rlihod:)yam �: L ---- .. � .- vR. . , ,� � � , � �,� r `� -� o � ..r .__ , , � � c �' �li N No. l 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliration for BispoSal 6pStem Construction permit Application for a Permit to Construct( ) Repair vl<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot I�lo. 21►� G✓e,+ A4c rg h F Owner's Name,Address,and Tel.No. Cam.+rtft�c 114 e Assessor's Map/Parcel / CPU(��r Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ���51'as A l�ac�eaty Lnac sc�-qCo-7/S") Type of Building: ry Dwelling No.of Bedrooms Z 3 d1S➢ N Lot Size /(��G sq.ft. Garbage Grinder( ) Other Type of Building a No.of Persons / Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3E?/.15 gpd Plan Date Tct���/ Number of sheets 2 Revision Date Title Size of Septic Tank 45�tiso-Le-�j Type of S.A.S. L. C- G e-Im�eAs a✓/d p SdG^''e Description of Soil Nature of Repairs or Alterations(Answer when applicable) /I`��,t�/� .y�vJ IJQ?�L 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 o ealth. Signed Date C o? Application Approved by ` Date Application Disapproved by Date for the following reasons Permit No. G f " 1 ( & Date Issued�j� _ No. 1"r � Fee 160 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: I PUBLIC HEALTH,,DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes appIffation for 33isposal *pstem Construction VPrmit Application for a Permit to Construct( ) Repair/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 266 G Pa /-4 c.r 5 1n 1?d Owner's Name,Address,and Tel.No. C�--�ttrv,1 Assessor's Map/Parcel ,_� G U N r�+ c Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms 2— 3 JCS t n) Lot Size 6 00 sq.ft. Garbage Grinder( ) Other Type of Building I e0-le, _No.of Persons / Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3362 gpd Design flow provided 3511,gj gpd Plan '- Date / Z?!� //y Number,of sheets 2- Revision Date - r Title Size of Septic Tank Type of S.A.S. L C- G -l�ic.�`iP/, ai/d h SdG j Description of Soil Nature of Repairs or Alterations(Answer when applicable) G ,ti,-4Al // &�nL ter/ S le-4 l`iGMlj>'i'f Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. '-'----Signed aDate Application Approved by ` Date , a*3 -/S Application Disapproved by Date for the following reasons Permit No. 4'G ( � Date Issued 62 -a Pe 5 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by �%/,,��,� 3(0LA...vr,) SNC at- _2 Gs C f 1-r,t M�c��1 p. j y Z ,o has been constructed in accordance r - with the provisions of Title 5 and the for Disposal System Construction Permit No.d 1515-'Fg)6 dated Installer 4 1,✓G Designer- 1AJO #bedrooms Approved design flow gpd The issuance of tl(}is permi shall not be construed as a guarantee that the system will YScto as designdd. Date l9 a Inspector f ou.,4_--� Pr L --------------------------------------------------------------------------------------------------------------------------------------- No. t to Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Nsposal 9ppstem Construction permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at 2e.,o G e r.e-a AA a r S h �.� ri✓ r'r v e�-� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date�j r7` Approved by i r Town ®f Barnstable ,0FIKE ° Regulatory Services Richard V, Scali, Interim Director f BAMSTADEX, MASS. Public Health Division 1639. �$ Thomas McKean, Director 200 Main Street,Hyannis,.MA 02601 Offi e: 508-862-4644 Fax: 508-790-6304 i Installer &D.esi�-Yzer Certification Form Dail: ��2�1/� Sewage Permit# Assessor's Map\Parcel V O - 1 Des gner: t^�, '�vr �c� —g��n ��f Installer; C7►d�, 4?Jrn��^ 1� c Address. IZ w, C,vss�'��kd CZc.I Address: On P.A \ 6<a L1 �V\-` was issued a permit to install a (date) (installer) sep 'c system at 2(� G � �IAr,P based on a design drawn by rYl (address) vt�ry n�L� dated Z I Zql 1� �� (desrgner) I certia SY 'that the se tic stem referenced above was installed substantially according to ' p the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and. the soils were found satisfactory. ! I certifythat the septic system referenced above was installed with major changes (i.e. greater 10' lateral relocation of the SAS or any vertical relocation of any component of'the septic system) but in accordanoc with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if_required)-vas inspected and the soils were found satisfactory, I certify that the system referenced above was c6nstructedY t nn-�p-ap e with the terms of the IAA approval letters (if applicable) 1 staller's Signature) a "La :ti3Y l333a esigner's Signature) (ffi" Design is Stamp Here) P IC HEALTH DITnSION. CERT:[FICATE I'L ASE RETURN TO B.A.RNSTABLE UBL ,OR,, COMPLIANCE TWILL NOT BCE ISSUED UNTIL BOTH. TIUS FORM AND AS- BUU�T`CARD ARE RECE1 VED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. I' N—KY O-U. Q:1 euticMesigner Certification Form Rev 8-14-13.doc Patio � k t% %\/\Aq 00�( C%4 I VA14. 0 32. 0 14. 0 i _ i Commonwealth of Massachusetts d W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. General Information 8 1. Inspector: � I Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name r , --4 P.O. Box 73 _ Company Address :_ ,,r ' E. Falmouth MA r;' )02536 City/Town State Zip Code t- 1-508-495-0905 S13971 Telephone Number License Number CDt -� 1 B. Certification 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 15.340 of Title 5 (310 CMR 15.000). The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority 9-9-14 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 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 inspector and the system owner shall submit the . report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ""*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. t5ins•3/13 Title 5 Official Inspection m. ubsurface Sewage Disposal System•Page 1 of 17 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4c,M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) .System Passes: r ❑ 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: B) System Conditionally Passes: ❑ 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. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits 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. ❑ Y ❑ N ❑ ND (Explain below): t5ins-3f13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection B. Certification (cost.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless.Board of Health determines in accordance with 310 CMR 16.303(1)(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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 I_ Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the 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. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ 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 supply well". Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent 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. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes"or"No"to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool El M 99 P Discharge or ondin of effluent to the surface of the round or surface waters 9 P 9 9 due to an overloaded or.clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded El ® or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than '/Z day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system.is a cesspool serving a facility with a design flow of 2000gpd- 1 0,000g pd. ® ❑ The system fails. I have determined that one or more of the above failure criteria 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. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection El 0- 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. t5ins•3/13 Title 5 Official Ins ecbon Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ 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 this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ 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: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ 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(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 t5ins-all Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts m W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City[Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 9-2014 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 L Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ 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) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form -Not for Voluntary Assessments G M 5 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1970's Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 60"feet Material of construction: ® cast iron ® 40 PVC Orangeburg ® other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Good condition. Septic Tank(locate on site plan): Depth below grade: 6"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 6x8 block cesspool Sludge depth: 16" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 l_ Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 40" Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 1" Distance from bottom of scum to bottom of outlet tee or baffle 2° How were dimensions determined? Tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Block cespool acting as main tank with baffles missing. Grease Traplocate on site plan): ( P ) Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): 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: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form !� Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (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 Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Form:.Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 268 Great Marsh Rd Property Address p Y Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert N/A 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.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): f SAS not located, explain wh 1 ct oae :p y t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is Centerville MA 02632 9-9-14 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: 1 ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Block cesspool was filled beyond capacity at inspection. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2-inline--SEE SEPTIC TANK PG 10 Depth—top of liquid to inlet invert Over Depth of solids layer 16" Depth of scum layer 3„ Dimensions of cesspool 6x8 Materials of construction Block Indication of groundwater inflow ❑ Yes ® No t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Overflow cesspool was filled beyond capacity and into inlet pipe to main tank at inspection. Privylocate on site plan): ( P ) Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately LA Ls 4 ff _�f f Ja 4 - ., t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12'+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: ® Checked with local excavators, installers- (attach documentation) lain:® Accessed USGS database- explain: You must describe how you established the high ground water elevation: USGS and town maps show groundwater at greater than 12'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 268 Great Marsh Rd Property Address Carol Guinette Owner Owner's Name information is required for every Centerville MA 02632 9-9-14 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 22Town of Barnstable Barnstable ,yAN Regulatory Services Department �'�a�p l i I BAFLNSTAnLE.!: � m ��NASS Public Health Division 0 MA1 pie 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO t CERTIFIED MAIL # 7012 1010 0000 2851 3856 October 4, 2014 Carol A. Guinette 268 Great Marsh Road Centerville, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 268 Great Marsh Road, Centerville, MA was last inspected on 9/09/14, by Sean Mcelroy, a certified septic inspector for the Sate of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool. • Liquid depth in cesspool is less than 6" below invert or available volume is less than V2 day flow. You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH • Thomas McKean, R.S., CHO. Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\268 Great Marsh Rd Cent Oct 2014.doc Town of.Barnsta.ble P# (3� Departinerit of Regulatory Services s Public Division Health Division �. �, Date �ArFD 200 Main Street, yannis MA 02601 d Date Scheduled ' �_.. Time Fee d Pd, Soil Suitability Assessment or' Sew e i t � a M Performed By: �� +� ' `� 564—0V Witnessed By; LOCATION & GENERAL INFORMATION Location Address 2 _ Owner's Name j. t4,, Address Vo t l� (V�1 �d 2 Z Assessor's Map/Parcel: �((� COA-4-4,n/L QoEngineer's Name Pef_&/_ ( GV1 l-�4 NEW CONSTRUCTION REPAIR CK , Telephone# g0�'7�7 —4 2' Land Use. �i4t`�( l� Slopes(90) -� �� Surface Stones Distances from; Open Water Body>2 kv _ft Possible Wet Area L_5 ft Drinking Water Well C;,Z ft Drainage Way. 20q >Ico ft Property Line ft Other ft ii I ,�- �r E� 'IT' I ;( ee�fiame,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximit y to holes) {sf ,46 3.. s 0 Nfl 9e46 ZEe Pr, lY�era�— ais /Z4 Parent material(geologic) a5 Depth to Bedrock Depth to Groundwater, Standing Water in Hole: �� NU�F Weeping from Pit F{Ace, Nav\"J _ Estimated Seasonal High Groundwater f 3 Z Me., 4.;t—7. & cc,•,�1:4_.1^0 DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole; In, Depth to soil mottigs:__in, In, Depth to weeping from side of obs,hole: In, ©roundwater Adjustment__fr. Index Well# Reading Date: Index Well level, a A,J,Actor -'Adj.Groundwater level ,e PERCOLATION TEST Data Tine_ Observation —� Hole# '� —Z Time at h" . y Depth of Perc "1l' W t Time at 6" Start Pre-soak Time p IQ 130 Time(91'.6") End Pre-soak 6 r t( Rate Min,/Inch. �—2 Site Suitability Assessment: Site Passed X 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. b� Barnstable Conservation Division at least one:(1) week prior to beginning. Q:ISEPTICTERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# O_ Depth from Soil Horizon Soil Texture .$hcl Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(SWcture,Stones;Boulders, Consistency, Grant) -t u z Gl tM-L loZ,13 z- M GC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture iSoil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) .6 z'i_y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) i DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(itt.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, s' e Flood Insurance Rate Na Above 500 year flood boundary No-- Yes Within 500 year boundary No X Yes Within 100 year flood boundary Not?!L Yes Depth of Naturally Occurring 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? '`pew If not, what is the depth of naturally occurring pervious material? ... ...._�.._,., Certliication I certify that on iL Q� (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 training,expertise and experience described in�10 CM1R 15.017. Signature DateZ-�� oI Q;\,S,RPTtCTBRCFO RM.DO C Town of Barnstable Health Inspector oFj r Office Hours Regulatory Services 8:30-9:30. a � Thomas F. Geiler,Director 1:00—2:00 HMMSfABLE, 9� Public Health Division piFD ,t s Thomas McKean,Director 200 Main Street,Hyannis,NLk 02601 Office: 508-862-4644 Fax: 50&790-6304 AMNESTY PROGRAM APPLICANT — SEPTIC QUESTIONNAIRE 1. General Information: Size of Property: 'a Address: V;�6 ele*-kI t I ' S h 0 Map 0 Parcel O S Name: ( 0-0\ C/ Phone#: J / /— .2a. How many bedrooms exist at your property now? V 2b. Are you planning to add any bedrooms? /1-0 If yes, how many? 2c. How many bedrooms total are proposed at this property (including the amnesty unit). 29?Pleas include a copy of the floor plans for the entire property - showing the existing rooms in he home plus the proposed amnesty apartment and/or addition. Please label eych roon i clearly on the plans. < 34--ts the dw ,�ng connected to public sewer? YES or O LTM N > f the dw c..1 'fling is connected to public sewer,skip questions#4 through#9 below. C)�. 4aocation of dwelling is INSIDE . or �UTSI a one of Contribution to public supply wells? 5. Is the dwelling connected to an ONSITE WELL or to P LIC ER? 6. Is a disposal works construction permit on file? YES or NO 6a. If yes,how many bedrooms were approved.according to this permit? Bedrooms. 7. Were any building permits obtained for construction of additional bedrooms? YES or NO 8. Is there an engineered septic system plan on file at the Health Division? YES or NO 9. Has the septic system been inspected by a DEP certified inspector within the last two years? YES or NO ------------------------------------------------------------------------------------------------------------------- FOR OFFICE USE ONLY The Public Health Division has no objection to bedrooms at this Special Conditions: gG �roperty. / S iY &I t Signed: Date: "V!S07 Q;Aea l th/wpfi l esla m n es tyapp — — rt- 'R LEGEND N wequaquet x 100.98 EXISTING SPOT GRADE \�\\ Lake -- 102 -- EXISTING CONTOUR �M_' -p./�:► -- OVERHEAD WIRES �b Of W el EXISTING WATER SERVICE Threod Needle o cl OUTSIDE CORNERISTEP o otir z Q EL.=98.78 1 G EXISTING GAS SERVICE 3 o e ti 0 a TEST PIT BENCHMARK Great Marsh Rd 02 94 LOCUS �\ Route 28 Q �� 88,66 x 89.65 IV Ma%n � 69 ao S sf per, LOCUS MAP -�' 90,9 �p0 p' �� GENERAL NOTES: NOT TO SCALE 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL / 93. 44 x cZ'\\ 4 BOARD OF HEALTH AND THE DESIGN ENGINEER. / 91.25 1.03 / 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS PROP 93 18 P,::•,'" '�p��,�38� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE _�,/ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 3 _SEPTIC ;'' O R TP-1 �` / �� x -310 CMR 15.405(1)(b): /- - �AI�K 96,66 p �' ',•:.• S,q'"`� VENT// / ` .x GS 1) A 3' variance to the maximum cover requirement of 3', for `.: ;•..' • 96.64 97.40 to 6' of cover over the S.A.S. _ Vim" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR _98,33 'i,' .;,. ,, ;��;1 �% ' EXISTING CESSPOOLS TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE �9��/ �� �_��4-98 � TO BE PUMPED, FILLED DESIGN ENGINEER. 9 7 97.5 � 7 j x 6,98 WITH SAND & ABANDONED 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING / ?U FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN PATIO SET ,Cj+� ENGINEER BEFORE CONSTRUCTION CONTINUES. x/95,75 / /EXISTING N 99 40 x J 97.98 ��// 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 99 HOUSE(#268) �c 20 9g 90 / �/z 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF / T.O.F.=100.5E THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1 pp/� �A' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE / GARAGE ? ;Glr':"•: 98• 6 8. THERE ARE NO ABUTTING WELLS WITHIN 150 OF THE PROPOSED S•A.S. / / 100, PORCH h' . p / o 1 ' 99.33 W : STONE.:.'x �M_2 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS x 100,0 C' ,:DRIVE a�`�l AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE MAGNETIC NAIL SET MBL 210-51 a�� i EL.=97.98 DIRECTED BY THE APPROVING AUTHORITIES. / " 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 10,680±S.F. 9. �9.06 ,� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING I99,63 CONSTRUCTION. 10),14 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 97.94 ed 4- x 10 ,4;6".. '.`" ,. : c 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). 9e o/ DRIVEWAY: ; 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE po�� �lgp 2a INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 2' �0' /~ O 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND L / 9,g5 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. G98.71 Lc29 99.68 OF 414S 14• THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 99.37 �QV S9�y SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. x 8 L�� o� PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 99.52 PIN V 1 M CIVIL 268 N 99.82 No, VIL 268 GREAT MARSH ROAD, CENTERVILLE, MA 99.61 \o Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. GUINETTEx Cy�ffaL Engineering Works, Inc. 1"=20' P.T.M. 251-14 268 GRI24T� MARSH ROAD CENTERVILLE, MA 02632 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. "J (508) 477-5313 12/29/14 P.T.M. 1 Of 2 f W NOTE: TO PREVENT BREAKOUT, THE PROPOSED + FINISH GRADE SHALL NOT BE < EL: 89.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER AND COVER INSTALL RISER & COVER OVER ONE CHAMBER(MIN.) OUTLET AND SET TO 6" OF FINISH GRADE SET TO WITHIN 6" OF FINISH AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE JAL PROP T.O.F.=100.5f GRADE AS AN INSPECTION MANHOLE. / %ft% OSFO %*. F.G. EL.=99.0t F.G. EL.=95.Ot _�7 7.0' q•S• /, F.G. EL.=95.Of F.G. EL.=96.Ot N 3' CHARCOAL VENT N 35 3, �4<G 4D L m 17' L = 24' L 17' MAX) DECK PA TIO 1 ® S=1% (MIN.) ( 4"SCH40 PVC S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC tv�� 6" 2" LAYI�R OF 1/8" /EXISTING j. 4' TO 1/2 DOUBLE HOUSE(#26'� 14" s" 12" WASHED STONE INV.=92.25 48" LIQUID INV.=92.00 MR (OR APPROVED FILTER FABRIC)Ir T.O.F.=IOO.SfLEVEL INV.=90.15PRPOSED3/4"-1 1/2" GAS BAFFLE D—BOX EFFECTIVE WIDTH = '11' DOUBLE WASHED Am INV.=90.32 H-10 RATED INV.=89.00 STONE PORCH G R GE PROPOSED SEPTIC TANK USE 5 LC-6 LEACHING CHAMBERS IN SERIES TIE IN TO EXISTING SUITABLE SEWER AT WITH 4' OF DOUBLE WASHED STONE—ALL SIDES HOUSE AT, OR ABOVE, INV.=92.50 H-20 RATED NOTES: TOP CONC. ELEV.=89.83 __ _ 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEv.=89.00 ®®®Q®®® —BREAKOUT S.A.S. LAYOUT INVERTS, PRIOR TO INSTALLATION. mt VE ELEV.=89.50 EM 2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND ®®®®®® TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=88.00 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). E 4' 5 x 6' 30' 4' 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH 38' PERVIOUS MATERIAL r +" KNOCKOUT 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. I 20" our COVER 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. NO G.W./BOTTOM OF TP„ EL=82.0 z — M I4' KNOCKOUT 4' KNOCKOUTI SEPTIC SYSTEM PROFILE I L__-___ 4'KNOCKOUT J N.T.S. r' 72` � PLAN VIEW SOIL LOG DATE: 12DESIGN CRITERIA SOIL EVALUATOR:BER PETER �McENTEERPE(SE#1542) ® ® ® 0 ® ® E3 T 22` TE3 0 E3T WITNESS: DONNA MIORANDI R.S. HEALTH AGENT INVERT I ® � ® ® ® ® I I I NUMBER OF BEDROOMS: 2 BEDROOMS ELEV. TP- 1 DEPTH -ELEV.: TP-2 DEPTH 12" SOIL TEXTURAL CLASS: CLASS 1 94.0 0" 93.0I o" I I I DESIGN PERCOLATION RATE: <2 MIN/IN ASANDY LOAM 91 5f FILL 18" t! 72" r• 36` 10YR 4/2 ' A SIDE VIEW END VIEW DAILY FLOW: 220 GPD 93'0 B 12 SANDY LOAM DESIGN FLOW: 330 GPD LOAMY SAND 91.0 10YR 4/2 24„ WIGGIN LC-6, H-20 LOADING GARBAGE GRINDER: NO—AND NOT PERMITTED WITH THIS DESIGN 91.0 10YR 5/8 36" BLOAMY SAND LEACHING CHAMBER EXISTING SEPTIC TANK: 1000 GALLON CAPACITY C1M—C SAND ? 10YR 5/8 LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 2.5Y 6/4 89�� C PERC N.T.S. 10%GRAVEL 48"/60".74 GPD/SF 85.5 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 5 LC-6 LEACHING CHAMBERS IN SERIES C2 102" M-C SAND WITH 4' OF DOUBLE WASHED STONE—ALL SIDES 2.5Y 6/4 268 GREAT MARSH ROAD, CENTERVILLE, MA M—C SAND 10%GRAVEL SIDEWALL AREA: (11.0' + 38.0') x 2 x 1' = 98.0 SF 2.5Y 6/6 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 11.0' x 38.0' = 418.0 SF 83.0 132" 82.0 132" Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.................................... PERC RATE <2 MIN/IN., "C" HORIZONS Engineering Works, Inc. N.T.S. P.T.M. 251-14 NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(516.0 SF) = 381.8 GPD (508) 477-5313 12/29/14 P.T.M. 2 of 2 FOR CONSTRUCTION SE 268 GREAT MARSH ROAD (FRONT) tEXISTING SLIDER WILLOW RUN DR t24'-O' fA I (2) 2x8 HEADER ABOVE OLD 2JX ROOF FOR NEW RIDGE POST O SPAN SLIDER + 3" EACH SIDE. F- WIND DESIGN: EXISTING DECK TO BE 1 U L = 14'; W= 11'; L/W= 1.27 REMOVED BY OWNER io O BLOCK JACK TO EXISTING PLATE Q REAR W 3/14 = 0.21%NAIL SHEAR WALL PER DETAIL + REMDECK OLD 3J W RIGHT 6/11 = 0.27R NAIL 3" EDGE, 12" FIELD O LEFT 6/11 = 0.27X NAIL 3' EDGE, 12' FIELD a a a Z Z USE 10' SHEETS VERTICAL (3) EDGE ROW STAGGERED I rn �^ U O REAR TO OTOP BLOCK GOPOEAMCH PLATE STAGGERED. p�/'��� N N N ,A N N c� o RIGHT K 1 w LEFT A ANDERSEN P551168 ONE L & ONE R (SEE ELEVAITON w SUN ROOM NOTE) 5-11 1/2" x 6'-8" R.O. = I VERIFY 3T 10 ANDERSEN 400 SERIES C145 = 2'-0 3'4"x4'-5 Xe" RO zo LL 31 i 3J Q ANDERSEN 400 SERIES CX245 = 5-3 1/4-(MULLED PAIR) u x4'-5 V RO W/1 Ji POST BETWEEN; VERIFY DESIGN BASED ON ANDERSEN FOR REFERENCE ONLY 2JX X G.C. TO PROVIDE SIMILAR HARVEY TRIBUTE WINDOW w O2 © ' O2 © 2JX DOUBLE GLAZED, 2xARGON GAS, U 0.30 OR LOWER EXISTING RETAING WALL EO CONTINUOUS HEADER+6' EQ ASPHALT ROOFSHINGLE 11LL]Ll HOUSE. OVERMATCH CROOF HOUSE PLAN Wf ADDITION & NEW DECK �= H ING FELT PER �� MANUFACTURE SCALE 1/4' = 1'-0' . PVC TRIM TO MATCH w a a o a HOUSE A N A U O�O� 1x PVC FRIEZE W/ ti m BED MOLDING. SEE Li DESIGN NOTES WINDOWS CENTERED. 2x POST® ¢a Ln PAGE S1.0 / / / ` ` CENTER. POST NOT REQUIRED ® a o 0 OPERABLE WINDOWS SHOWN / \ \ � / � ` SIDE PAIRS in v VERIFY LAYOUT BEFORE �� <� �> �> .zo,z ORDERING WINDOWS. 2x POST • �� �� i o~aw ONLY REQUIRED FOR CENTER �� `� i/ / > , Y 1x4,1x5 PVC CORN \� i (2) SIDE 2x MULLION OPTIONALLi tr w 0 BOARDS w w _0" i t iv io DROP GIRT SET BACK 10" 41 iy 4 I'-O" THIS SIDS 1 1 14'-0' 1 1 1 1 ^ 1 1 AN DESIGN NOTE: REAR ELEVATION ADDITION WALL HEIGHT- HOUSE LEFT ELEVATION WALL HEIGHT. ASSUMED 7'-4 V SCALE 1/4" = 1'-O" LL j SCALE 1/4" = 1'-O" VERIFY BEFORE CONSTRUCTION AND BEFORE ORDER WINDOWS. _J IF DIFFERENT ADJUST AND MAY ►� CHANGE WINDOWS SO f24" MSTA16 STRAP EACH RAFTER. Q FLOOR TO R.O. 2x42x8 RAFTERS ®16" O.C. (4) 2x12 RIDGE �. a 1x8 LEDGER CONT. (4) 8D 2x4 COLLAR TIE ®16' O.C. 0! L) DESIGN OF WALL: NAILS ®6" O.C. LyJ A WALLS 2.6 ®16' O.C. t8'-6" TALL v FULL BAY FOAM INSULATIO V.I.F. BASED ON TRIM O.H. AND 7 Xa" + 6.5 = 49 OK Z Z ELEVATION TO MATCH HOUSE. W O DIMENSION SHOWN ALLOW 3" FOR (2) U ►-� HOUSE SILLS. _ CARRY 1x12 MATCHING FREEZE W/BED A U MOLDING. 5'-1" WINDOW R.O. TO ALIGN LAJ � WINDOWS W/FREEZE WINDOWS BASED N I ALT RIDGE o Cn ON ANDERSEN G.C. TO ADJUST FOR ' > OF �' ♦� / WINDOW USED. \_30 _ * SCALE 1/4' = 1'-0" W / WALL HEADERS: I I M w z = Z USE (2) 2x8 HEADERS SPACED 2 J4" W/ Q rI BLOCKING ®24" O.C., ®JACKS & ®ENDS.. w / INSULATE CENTER. USE (1) PLATE SO BOTOM�'� HEADER. VERIFY SLIDER R.0 AND RIP BOTTOM �j NOTES: Q Q TO CLEAR IF REQUIRED. G.C. TO DETERMINE IF o To 1) 2X12 SPF JOIST 6 24" O.C. FOR FREEZE ADD 2x TO BOTTOM FOR WINDOWS I 2) %" T&G DECK PLYWOOD IF NOT T&G F— W c AS SHOWN SO FREEZE STEPS AS SHOWN N c N BLOCK SEAM _� LaiJ I DOOR HEADER RIP 1 2'-0" 3) 1x3 P.T. NAILED TO JOIST. f� LL 2x6 TO FIT R.O. 5'-2 0 4) INLAY Xe" P.T. OR MARINE PLYWOOD. �j l� 7'-0" THIS SIDE i n 5) 8 1/4'-FOAM INSULATION R6.5/IN=R53.6 Q coACCESS NOTE: Q 14'-0" I 1 14'-0" �J CLI / SLIDER ANDERSEN PS51158L MAY BE USED FOR I o WHEEL CHAIR CLEAR OPEN t28'. IF OWNER o PREFERS USE CUSTOM ELIMINATE 8" FT(HOUSE a • O =t40' CLEAR t & ELIMINATE LEFT(HOUSE SIDE) WINDOW. WIDEN-STAIRS AS REQUIRED. - NOTE USE OF SMALL R.O. ANDERSEN HEIGHT SECTION RIGHT ELEVATION SCALE 1/4" = 1'-O" SCALE 1/4" = 1'-O' :zmu\grnnw