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HomeMy WebLinkAbout0329 SOUTH MAIN STREET - Health rf,'3Z,61 South Main Street Centerville A=207-082 a Irr S M EAO UPC 12534 smead.com • Made to USA 0 FibUW iJYMHaUCYUPS 0,0auacw� t16,:^ �is�Artf,Rts 1 i No. O "! J G Fee J" THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21ppYitation for Misposal *pstrm Construttion i3ermit Application for a Permit to Construct V4 Repair( ) Upgrade( ) Abandon( ) jEjEomplete System ❑Individual Components Location Address or Lot No. �� ti�C$ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1�1_0_7 — 3 „J` Z- — Gam, Installer's Name,Address,and Tel.No. -,7 _9�q9 Designer's Name,Address,and Tel.No. gtJ_ —7 3 7 —/ 7 C_j.t+`'_0' f1 wl LA-fib F1W c t S ­g— _-Z�.1 d M. MMAs� ( vvwre.) 9'7—: ✓r1 T 3 W Type of Building: Dwelling No.of Bedrooms 7 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) yy a gpd Design flow provided �ZS'— gpd Plan Date (.(, )1 d Number of sheets B Revision Date Title Size of Septic Tank P SZX` l 6130 UVW4 Type of S.A.S. _Tylk."Cub ez Description of Soil 0— _S -�E CX G— pvt—) Nature of Repairs or Alterations(Answer when applicable) `FO L t. !l V� GA4.4 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 Co n to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. �Si ed Date �7 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2010 --&U Date Issued ------ -- .,------------ - - TOWN OF BARNSTABLE LOCATION p / „� S�. SEWAGE#,O/g /,0a VILLAGE��p/r ASSESSOR'S MAP&PARCEL c INSTALLER'S NAME&PHONE NO. e-,�� y�, SEPTIC TANK CAPACITY /SAD C L ,o- looms/a-, LEACHING FACILITY:(type) 19Df 12ao /,70 dv,,4(.Z)(size) NO.OF BEDROOMS OWNER PERMIT DATE: G-/�d/a COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on l site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility Of any wetlands exist within q 300 feet of leaching facility) l! Feet FURNISHED BY /�A, -O�V9 C /j/_O- C/- o L9y�y�rJy 8 p 3 oy t rf�Of� 1 No. U �LU Fee . r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: d Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS; application for Disposal *pstem Construction permit .Application for a Permit to Construct�Zj_ Repair( ) Upgrade fir) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �� �j,44 A-+t4 5- `L� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 07�c}- 3 ,i-). Z-T-•- Gam, Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. (lort�'a"'u-M CgC4-& -- S77c-9799 4 W vA ZtW%cc_S S =r10 Vs r iA fA. MSS ✓vim rnJ 5� - V tit IT 3 W Type of Building: Dwelling- No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) -Other Type of Building � ags No.of Persons Showers( Cafeteria( ) Other Fixtures -+, Design Flow(min.required) '= `7 y 0 gpd Design flow provided C-l '1>' gpd Plan Date 3 r t I 0 Number of sheets I Revision Date Title ` Size of Septic Tank Uq Type of S.A.S. --ty vL ' Description of Soil CX Nature of Repairs or Alterations(Answer when applicable) ��� L iJ S`r.�,ti/�-,--W,LJ U r-7- A-. _9VT1 / � V'�(' CRd�1 ✓tom d S/L /I.PJ t✓5h-Ck( _ `iYL`LFj G6A �S P � . Vol 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 aril n t to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. �> S.igped — Date I Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2 Q J U - I U Date Issued _ /_ U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V Repaired( ) Upgraded( ) Abandoned( )by Q p/(`r U Wi71 GV.N S*I'-MP c 4-' or u✓y at A 03-3� AM 1 tJ �i C t+JT- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0/11 - U dated Installer Designer #bedrooms y Approved design flow U gpd The issuance of this permit shall not be construed as a guarantee that the system will f n doh/as designed. Date 1. ► /J Inspector 1 t� G�i✓ �Q 1 !P No. ),U Fee 57� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct b4 Repair( ) Upgrade( ) Abandon( ) System located at � �`jtJU i LS1 /VNA-1 tj Sr- 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. - _ 1 Provided%Cos �tion must be co 1Sleted within three years of the date of this permif. Date / ����i� Approvedy Town of Barnstable oF1HE T Regulatory Services Thomas F. Geiler, Director ' ASS. M�sS. ' Public Health Division y i639 i0ren �A Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: .508-790-6304 Date: /O 9/o Sewage PermitNo20Y y•-/60 Assessor's Map/Parcel Installer& Designer Certification Form Designer: /�f/� 1��� �5�,���, Installer: Address: �/S� ,� �,�` _ Address: On �O f—tea/Gvr �� �oa. o� was issued apermit to install a (date) (installer) septic system ate based on a design drawn by (address) dated','-At) (designer) ✓I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. i 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 required) was inspected and the so' were found satisfactory. tt►OF kiOF&4,p�,9 LI NDA J. yG PINTO ' (Installer's Signature) o N®VI CIVIL y D i er s Si ature ( ) (Affix Desi . e) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- (VA BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc pF SHE Tp , Town of Barnstable h2anble nd A&AmedcaCdy . TSA MATAULE, :39. Board of Health .LASS. a �. r ArFD 1KA�a. 200 Main Street,Hyannis MA 02601 .2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 29, 2010 Mr. Michael Aucoin 618 Main Street, Unit 3 West Yarmouth, MA 02673 RE: 329 South Main Street, Centerville A = 207-082 Dear Mr. Aucoin: You are granted variances, on behalf of your clients, Ernest and Marjorie Whitman, to install an onsite sewage disposal system at 329 South Main Street, Centerville. The variances granted are as follows: 310 CMR 15.211: To place a soil absorption system six (6) and nine feet away from the easterly property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.211: To place a soil absorption system eleven (11) feet away from the foundation wall, in lieu of the minimum twenty (20) feet separation distance required. Section 360-1, Town of Barnstable Code: To place a soil absorption system 85 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. Section 360-1, Town of Barnstable Code: To place a septic tank 71 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. 'Section 360-1, Town of Barnstable Code: To place a pump chamber 71 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. 310 CMR 15.211: To place a soil absorption system greater than three feet below grade, in lieu of the three feet maximum soil cover allowed. Q:\WPFILES\AucoinWhltmanVariance2010.doc 310 CMR 15.2227: To place inlets and outlets of the septic tank and pump chamber less than 12 inches above the high groundwater elevation. These variances are granted with the following conditions: (1) The engineered plans shall be revised to show the method of construction for the proposed retaining wall. (2) The floor plan shall be revised to show a four feet minimum opening between the living-room and the family room. (3) The designing engineer shall provide a description of the adequacy of the proposed retaining wall at the proposed shallow depth and position into the ground. (4) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (5) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (6) The septic system shall be installed in substantial compliance with the revised engineered plans. (7) The professional engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised engineered plans. This variance is granted because, in the opinion of the Board, the revised plans would be designed to meet the "maximum feasible compliance" standards contained in the State Environmental Code, Title V. Since y yours W . e ille , D. Chairm n Board of Health Q:\WPFILES\AucoinWhitmanVariance2010.doc (I r Town of Barnstable Barnstable Regulatory Services Department WcaCft x URN$CABM "`" . i639- Public Health Division �� ArFD �A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geller,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 70081830000205009663 3/25/2010 Ernest &Marjorie Whitman 329 South Main Street Centerville, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 329 South Main Street, Centerville MA was last inspected on February 25, 2010 by Edward A. Stone, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Portion of the SAS, cesspool or privy is below high ground water elevation You are ordered to repair or replace the septic system within One (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER.ORDER OF THE BOARD OF HEALTH T c�R.S. CHO Agent of the Board of Health Commonwealth of Massachusetts Title 5 Official Inspection Form o rm Not for Voluntary Assessments Subsurface Sewage Disposal System Form Inspection results must be submitted on this form. Inspection forms may not be altered in any way. A. General Information Important: When filling out I. Property Information: forms on the S . computer,use only the tab key Property Address ll 4 f/l move your �t . c cursor-do not � (�f It �►y�,� use the return Owners Name �• ,�/� C key. 3Z g JOt/ /►fig/n� c��" Owners Ad ress ce^ fir.-i, tl.,< oZ� 3Z Clt)drown - 94 State Zp Code Date of Inspection: 2 O Date 2. Inspector Wlo 6iw-4,Name o Inspector s s Company Name Comppy Addr o Z �b3 Cityrrown Ste ?5/ / Zip Code Telephone Number 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. Tie inaction was performed based on m training and a ,-,., Y 9 experience in the propel function andmaintenan%of onite sewage disposal systems. I am a DEP approved system inspector pursuant 61section 45.34d of Title 5(310 CMR 15.000).The system: - ❑ Passes ❑ Conditionally Passes Faits r � ❑ Need rthe val on Local roving Authority / `r' Insp ig toy Date The system inspector shall ubmit 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. V t5insp.doc.doc•03/2006 Title 5 rlfririal Incnariinn rn. - Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form B. Certification (cunt.) Property Adress `-A N (� 7 - � Cityrrown State Zip Code erAvnr Owner's Name VDate of I spection Inspection Summary: Check A,B,C,D or E/always complete all of Section D A` 4 A) System sses: ❑ 1 have not found nformation which indicates that any of the failure criteria described in 310 CMR 15.303 or I CMR 15.304 exist Any failure criteria not evaluated are indicated below. Comments: /V14- B) tem Conditionally Passes: ❑ One or mor tem components as described in the"Conditional Pass"section need to be replaced or repaire a system, upon completion of the replacement or repair, as approved by the Board of Health,will p Answer yes, no or not determined(Y, D)in the❑for the following statements. If"not determined,°please explain. ❑ The septic tank is metal and over 20 years o r the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltratio exfiltration or tank failure is imminent. System will pass inspection if the existing tank is repla 'th a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is Structurally sound, not leak) nd if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: i t5inso.doc.doc•0312006 Title 5 Official Insoecdion Form:Subsurface Sewaae Disoosal Svstem Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form B. Certification (cont.) 329' g✓k Ylsw P% - a2,63 Z, cdylrown ` f , / State Zip Code &-p-m— 14jz g� z jel-4e 0 Owner's Name Date of Inspection "/ B) stem Conditionally Passes(cont.): t'❑ Obs ation of sewage backup or break out or high static water level in the distribution box due to bro n or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass ins tion if(with approval of Board of Health): ❑ broke ipe(s)are replaced ❑ obstruction' removed ❑ distribution box 1 eveled or replaced ND Explain: ❑ The system required pumping more than 4 ' es a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval o e Board of Health): ❑ broken pipe(s)are replaced ❑ obstruction is removed ND Explain: rl//4— C) Furt r Evaluation is Required by the Board of Health: ❑ Condition ist which require further evaluation by the Board of Health in order to determine if the system is to protect public health, safety or the environment 1. System will pass unle oard of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is nctionin in a manner 9 which will protect public health safety and the environment: p ' ❑ Cesspool or privy is within 50 feet of a surface wa ❑ Cesspool or privy is within 50 feet of a bordering vegetated we or a salt marsh t5insp.doc.doc•03/2006 Title 5 Official Inspection Form:Subsurface Sewage Disposal Svstem z Commonwealth of Massachusetts Title 5 Official Inspection Form Not for VoluntaryAssessments nts Subsurfa ce Disposal Sewage Dis g p System Form B. Certification (cont.) Pro SSA _(1. Ll- Z632. City/Town State Zip Code ire Owners Name Date of Inspecxion /V/n C Further Evaluation is Required by the Board of Health (cont.): 2. tem will fail unless the Board of Health(and Public Water Supplier, if any) dete ' es that the system is functioning in a manner that protects the public health, safety a environment: ❑ The stem has a septic tank and soil absorption system(SAS)and the SAS is within 100 fe t of a surface water supply or tributary to a surface water supply. ❑ The system as a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a s tic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has aseptic tan and SAS and the SAS is less than.100 feet but 50 feet or more from a private water sup ly well**. Method used to determine dista **This system passes if the well water analysis, p rformed at a DEP c rtified laboratory, for coliform bacteria indicates absent and the presence of amm is nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria re triggered.A copy of the analysis must be attached to this form. 3. Other. t5insp.doc.doc•03/2006 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form B. Certification (cont.) /— Property A�dress �4 a 26 32_ CityTFRNnstate ZipCode r Apr n%ik._ i 2 2 a Owner's Name Date of Inspe on 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 ❑ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clo gged SAS or cesspool ❑ Static liquid level in the distribution box above outlet invert due to an overloaded / or clogged SAS or cesspool ❑ L��l/ Liquid depth in cesspool is less than 6°below invert or available volume is less than %day flow ❑ 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. ❑ .L—ef'/ ny 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 ell. ❑ Lam' Any portion of a cesspool or Poprivy 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 N 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 d chain of custody must be attached to this form.] ❑ The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. Yes No ❑ 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. t5insp.doc.doc-03/2006 Title 5 official Inspection Form:Subsurface Sewage Disposal System Commonwealth of Massachusetts " Title 5 Official Inspection Form `� � , tia Not for Voluntary Assessments Subsurface Sewage Disposal System Formes. B. Certification (cunt.) fY ; dv IYZI J.f Property A dress Z!,/� may,. '' k /1 own St ate zip Code Owners Name Date of Inspection 1 , 1 E) a Systems: To be considered a large system the system must serve a facility �c design of 10,000 gpd to 15,000 gpd. For large Syste you must indicate either"yet" a a or no to each of the following, in addition to the questions in Sectio :x :=YES NO ❑ ❑ the system is 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 fe f a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a blic water supply well If you have answered"yes"to any question in Section E the system nsidered a significant threat, or answered ayes'in Section D above the large system has failed.The ow or operator of any large system considered a significant threat under Section E or failed under Section all upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the ropriate regional office of the Department f t5insp.doc.doc•0312006 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form N C. Checklist ffAA .,.. Property Add 6. C& -- IoA- to) 2 1 3 Z ci frown StaleCod e de er's Name Date of Inspection 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? ❑ as the system received normal flows in the previous two week period? El 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,Y p excluding the SAS, located on site? ❑ �l 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: ElLb 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)1 t5insp.doc.doc•0312006 Title 5 Official Inspection Form:Subsurface Sewaqe Disoosal Svstem I Commonwealth of Massachusetts ° Title 5 Official Inspection Foy Y Not for Voluntary Assessments Subsurface Sewage Disposal System Form w y D. System Information PrroGperty Tess City/Town /J , State zip C �fnr+t i ff llaO/T1rl� ��/�1� & 'l. a Owner's Name Date of Inspec io Residential Flow Conditions: Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): Number of current residents: --, -- Does residence have a garbage grinder? ❑ Yes �No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ET"'No Laundry system inspected? C"des [R"*No Seasonal use? ❑ Yes U' No Water meter readings, if available(last 2 years usage(gpd)): Sump pump? El Yes @ANo Last date of occupancy: c+ ( 204 Date H/ Comm ial/Industrial Flow Conditions: Type of Establis nt Design flow(based on 310 R 15.203): Gallons pef day(gpd) Basis of design flow(seatstperson ,etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Tifle 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): t5insp.doc.doc•0312006 Title 5 Official Inspection Form:Subsurface Sewage Disposal System .. x L. . Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form D. System Information cons) Property Ad Tess cr" C11 62G 3 - cityrrown State Zip Code t o Owner's Name Date of inspection General Information Pumping Records: Source of information: ®� Was system pumped as part of the inspection? ❑ Yes No If yes,volume pumped: gallons How was quantity pumped determined? 4-4 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/Altemative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) ❑ ht tank.Attach a copy of the DEP approval. Other(describe): �a�bC� Gtss��s l�� j►,�,s 5,���� �s s p®t,��s Approximate age of all components, date installed(if known)and source of information: TtZ�Q11 r� Were sewage odors detected when arriving at the site? ❑ Yes o I Commonwealth of Massachusetts Title 5 Official Inspection Forme 4 :" Not for Voluntary Assessments = " Subsurface Sewage Disposal System Forme D. System Information (cunt.) ProperAdd cen 7L cityfrown State Zip C /rile Owner's Name 1WDate of Inspections Building Sewer(locate on site plan): rr Depth below grader Material of construction: ❑cast iron 0 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments on condition of joints, ventin g, evidence of leakage,etc.): eay Septic Tank(locate on site plan): Dep below grade: feet Material construction: ❑ concrete ❑metal ❑fiberglass ❑polyethylene ❑other(explain) If tank is metal, list age: yearis Is age confirmed by a Certificate Compliance?(attach a copy of certificate) Yes ❑ No certificate)cafe -----------=--------------------- -------------------------------------------- - - ------------------ Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or b e 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 How were dimensions determined? ' Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form D. System Information (cons) Property Address Z-6-3 2 y/foyM .. _ ) state Tip Code Gam" --�2��l y Owners Name Date of Inspedron �/f�Trghtor Holding Tank(cunt.) Dimensions: Capacity: gallons Design Flow gallons per day Alarm present ❑ Yes ❑ No Alarm level: Alarm in working order. ❑ Yes ❑ No Date of last pumping: Xet Comments(condition of alarm and float switch Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No CA- Distributiioori'Hs� "f present must be opened)(locate on site plan): Depth of liquid level above ou Vert Comments(note if box is level and distrbu out equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): F14 Pump Chambe sate on site plan): Pumps in working order. ❑ Yes ❑ No Alarms in working order. ❑ Yes ❑ No t5inso.doc.doc•03/2006 Title 5 official Inspection Form:Subsurface Sewage Disposal System �kr'Fr *� J Commonwealth of Massachusetts ,y Title 5 Official Inspection Form ¢ Not for Voluntary Assessments u Subsurface S Sewage Disposal stem Form P Y D. System Information (cunt.) N � IR Property Address �> r citylrown State L'pt -Z t � (Swrtefs Name Date of inspection Coniftnts.Con pumping recommendations, inlet and outlet tee or baffle condition, structural P P g liquid levels as to outlet invert,evidence of leakage,etc.): a Xl� Grease Trap(locate on site plan): Depth belo grade: feet Material of cons ction: ❑concrete metal ❑fiberglass El polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee o ffle Distance from bottom of scum to bottom of outlet tee r baffle Date of last pumping: Date Comments(on pumping recommendations, inlet and outlet tee r bafflk condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc_): JR14 Tight or Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑concrete [I metal ®fiberglass 0 polyethylene 0 other(explain): commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form D. System Information /(cont.) Property d�� _ cityfrown f / — o Z 6 1J� � h/ State Tip code 9 O Owner's Name Date of Infipection Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Soil Absorption stem(SAS)(locate on site plan, excavation not required): If SAS not located, ex p in why. Type: ❑ leaching its P . number. ❑ leaching chambers number. ❑ leaching galleries number. ❑ leaching trenches tuber, length: ❑ leaching fields num r,dimensions: ❑ overflow cesspool number. r ❑ innovative/altemative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp il,condition of vegetation, etc.).- t5inso.doc.doc•f)3/2nnfi Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form D. System Inforrnatlon (cons,) P104yA�1 )4 o 3 cayrrom s 230 code C-fAe&I< I -Z'1zdC1j owner's Name Date of Ins ection Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration red Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer 57/ Dimensions of cesspool 2..., Materials of construction llJfl/L � Indication of groundwater inflow Yes ❑ No Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.): 7� Privy(locate o -e plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil,signs of hydraulic failure, level o ding,condition of vegetation, eta.): 3J j rm Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form N D. System lnfonnation (cunt.) Alf i 7,9 F ItyAddress C�Z�3 Cdylrowra State ZA Cade Owner's Name Date mf iniection , Sketch Of Sewage Disposal system: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 fleet. Locate where public water supply enters the building. � l 2,L/ c Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form D. System Information (cont.) Property Aodiess City1rown Stffe Zip Code "74, Z-/17 Owner's Name Date of Ins action Site Exam: Slope o Surface water Check cellar G1r a I Shallow wells Estimated depth to ground water J 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 focal excavators,installers-(attach documentation) ❑ Accessed USGS database-explain: t You must describe how you established the high ground water elevation: .�:_-- _n-2rjj= Tffie 5 Oftal'fnspecfion Fong:Surface Sewage Dial System- Town of Barnstable P# Yi6 Department of Regulatory Services a+xtvarAace Public Health Division Date I v MAS& 200 Main Street,Hyannis MA 02601 RFD M!K� Date Scheduled 22 Time 5� -T Fee Pd. T p U Soil Suitability Assessment for Sewage isposal Performed By: Witnessed By: LOCATION & GENERAL INFORMATION )Location Address 3 Z19 S'o 414 r Nan ,^S � Owner's Name L-%��,-51-- . lJ h 1 ^j �Pr'tIPrV/l�� 144- M4r� -o-rf2 iit.t�.+��✓ Address - Assessor's Map/Parcel: Z p d U Engineer's Name y) ~�6�j _ _ NEW CONSTRU ON REPAIR l� Telephone# �p O�( 7zv� r3 v Land Use 'ci Slopes(%) Surface Stones Distances from: Open Wa er Body eft Possible Wet Area _ft Drinking Water Well ams avW ft Property Line Ir /ft Other i�Lv/ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) co 85 i Ch O 0$ r Parent material(geologic) O'/ Depth to Bedrock l� Depth to Groundwater: Standing Water in Hole: lei 0 /Weeping from Pit Face L ZA737f Estimated Seasonal High Groundwater �0�7�� 2 TW L T� DETERMINATION FOR SE SONAL III G*H WATER TABLE Method Used: G��- �/lDtifOu /AB21. Depth Observed standing in obs.hole: �� in, Depth to soil mottles: /P//./4 Depth to weeping from side of-obs.hole: in. Groundwater Adjustment Index Well#.&,A11*eading Date: 1A tAndez Well level Adl,factor /. Adj,Grout►dwater Level PERCOLATION TEST bet Thne Observation Hole# 2 Time at 9" r Perc of Depth P �^ �� � Time at G" Z( �r„ eSl,� v Start Pre-soak Time @ •G Time(9"-6") !_1__' _ End Pre-soak !/ Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to begiriiing. Q:\SEPTtC1PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole#_� )c 2�•3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. istency,% vel 0 -16 IF DEEP OBSERVATION HOLE LOG Hole# D Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consistency,%Gravel) rof 10 . Cab t Z�'�r 7,5 YA s'6 o K 7 .6 71 DEEP OBSERVATION HOLE LOG Hole# (1,4f 7 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grave 04 d ra t /j, Z /� Y r Zo"— /Z G' 6o /o `f27 7.1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten ra Flood Insurance Rate Man: Above 500 year flood boundary. No_ Yes _._____ a / IV Within 500 year boundary No= YeslloO / 1" Within 100 year flood boundary No,- Yes ra) Depth of Naturally Occurring Pervious Material w erved thro Does at least four feet of naturally occurring pervio s material exist in all areas obsughout the r-- ray area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material?..�:_,_� Certification 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 train' exp tise and a er' nc ed in 310 CMR 15.017. Signature • Date Q:\sEPTICIPERC17ORM-DOC t Bk 24575 Ps 31 o �2S85H 05--26-2010 a >U9�Seca NOME The Touun of Barnstable MOMMAnds that the applicant seek legal adAoe to prepare a property worded deed resMetion document. DEED RESTRICTION WHEREAS, of ` (ownees name) MA (address) is the owner of 3�4 . S'o, lv�� ; Q.E located (address) . at MA(hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in - R . MA, Property of r et al, duly recorded in Barnstable County Registry ' of �- � :...., Ij Deeds in PI*Book , Page ; Orion Land'1C�ourt Plan Number .CD 1 WHEREAS, (owpe>'s name) the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS t':tt'e Town of Barnstable Board of Health, as a pre-condition to granting a di�pAsalworks construction permit for a septic system in compliance with 310 CK4R_10.200, State Environmental Code, Title V, Minimum Requiremer}t&for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the,restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr Bk 24575 Pg 311 #25858 NOW, THEREFORE,Zzal does hereby place the (owners name) following restriction on his above-referenced land in accordance with his agEeement.witt the of RarnStabJe Board-of WqaMl Vjh1eh1e9We90rrSt A run with the-land and be binding upon all.successors in title: may have constructed (address) upon the lot a house containing no more than ar ( bedrooms. 104 S1 l I^; .� agrees that this shall be-permanent deed (owners name) restriction affecting located on MA, and . being shown on the plan recorded in Plan Book;, Paged Or on Land Court Plan For title of ioa 7 see the following deed: Book 1 _, page ?3 Or Land Court Certificate of Title Number Executed as a sealed instrument �S� " day of4in� Owner's signature , Owner's signature Owner's signature gCOMMONWEALTH OF MASSACHUSETTS ttiS � I� SS Z zo iv Then personally appeared the above-named known to me to be the person who executed instrument• e "'' •., acknowledged the same to be�(� S _free act and deed rb` `'M... �y� Public • N , of �!•�Q, b My commisl ptSW'�xprres: � r����' ?;.••. A T I �1o.x��4�i 1 _ 'd!n r4 (date) JOHN F. DE,REGISTER . BARNSTABLE REGISTRY OF DEEDS , i i H-100 Unit 8" Standard Rockface FC51 Reiebt IIYldth De th Face Area We ht IiT AL \ 14.3 30 8 118 22 1 S . Ft. il4 3420 Proposed r4.o Maximum Wall Height is 6 feet. H-100 8"-�. 1ss a $o.s Standard �� � s, ; Rocldace FG 17.6 7 - e 0. 143 jr, 11.6 Top 4.03 Top Ret Wall pp To .53 ^� Z1.s' f . Fc. 100 4 €1 Bottom Teen h 0. Pa. Trench 8'poort"O 9.3 34" 6r 34" B_ 8.7 eL 8.3 �---� Bot Bet Wall (16" x 34" x 75" H,ZO) ADS 1600 Units I Bottom Retaining Wall Cross Section View. _ r N.T.S.J N.T.S. '::: .-) Note: W »7 Retaining Wall to be constructed frith the 8" Standard Rockface (H-100) Keyysstone Units The units must be battered at their standard 4.40 mall layout. All construction must be in r Gray accordance wlth Keystones attached construction specifications Frost Note: The pro_wsed retaining hall hill be adaquately protected against frost based upon the soil profile at the site Wall Deta11 Plan (clean sand Ar ost-free material). �i'A OF in PREPARED BY AKA. Barnstable, MA Prepared For A & M wand Services �y. Ernest A & Marjorie B. Whitman 618 Main Street Unit 3 ��9P .T R` "� Located At West Yarmouth, MA 02673 Pb. (508) 737-1777 or anrnlandfcomcast net 329 So 11 tll Main Street DATE ,Kay 17 2010 Centerville, MA 02630 REV. A(e y 24, 2010 (Added note on 1Mst & spec's) ONE RETAINING WALL SYSTEMS MFG BY: S TONF iAY CONCRETE PRODUCTS CO., INC. , �qml"o w�u srerews� .,,�,, ,w.,,,. ,a• RANBERRY HWY.WAREHAM, MA 02571 x L.<,,,,r,r WRICE LIST EFFECTIVE.JANUARY 1ST 2009 PCs 0 -WALLS ITEM# DESCRIPTION CUBE HEIGHT WIDTH DEPTH :FACEAREA WEIGHT WTIPAL NOTES STANDAtRDsUNITSi.-` •• .. ..,�t... ... '.F ? .,,Y.+n.`,: • '� ::,`:«, ,z.,:�,,: . +:. x t ,,�2r s: .s . .r ... f, ..•.�,: YI x'u. ,? .�s'""t ,�3.aL F ePa Tom• 'AR Anc H-100 8"Standard Roekface 30 8 18 22 1 S .Ft 114 3420 on Wall Height is feel-see • • • Wall manual and proper L engineering H-200 8"Standard Strai htface 30 8 18 22 1 Sq.Ft 119 357'Q • • • COMPAL`17NITS ..H-101 8"Compac Roekface 45 8 18 12 1 S .Ft 87 3915 Max wall Height is 3 feel-see • • • construction manual and proper engineering H-201 8"Compac Strai htface 45 8 18 12 1 S .Ft 87 3915 •to • • +'.� tt•)m :,�hd S.r.+ y..: .,y '` l .;,n'i:* , N,c..,'- �:.,.N r�Cyi$• }MY'..-;�k 14-: .'� G- ,F ;l,p -.}fie +,�.. -.Y MINI`tJNITS� z' s .Y N �,. ... .,... ,. �d ,:- .;+#r w,s e �+;w•2+n5x�p�•�ity�yu�j.''a, y a,{; H-102 4"Mini Rock 80 4 18 11 1.5 S .Ft 50 4000 Max Wan Height is 3 feet•see • • • construction manual and proper engineering H-202 4"Mini Strai htface 80 4 18 11 .5 S .Ft 52 4160 • • 0 E�RpA .t__tt6' .'1,, r^a :ap'�t.-a ,t. f.t..• t r "�t Kr ?mow 4r „S .4* .uan l '^ P" o. w+,� w:.fiY , r^dn n i w CO GR'1<iNl'I'9, ip.r�u . ,. ... IF.s <'9,:...K<', <. .. ....�. , ��< ...L„ i, Vr �.rTF'� '�_ � ,.i�i {r '>,., H-300 4"Corner Strai htface 80 4 18 9.5 S .Ft 52 4160 Comer units require Kap Seel. • • • Comers do not inlerlodc with pins H-301 8"Comer Stra htface 40 8 18 9 1 S .Ft 105 4200 • • • • (,iAPki<1N1'f$"T ... ,.r H-105 4"Angled Side Roekface 80 4 18 10.5 S .Ft 50 4000 91919 H-106 4"Straight Side Roekface 80 4 18 10.5 S .Ft 55 4400 • • • 8'Cap available in Roddace H-104 8'Straight Side Roekface 32 8 18 10 1 S .Ft 110 3520 only • • • 4"Straighdace cap available in H-208 4'Straight Side Roekface 80 4 181 101.5 S .Ft 59 4720 1striegntside only 0 . 01 • • ACCESSORIESs S K,K ,w .,. t_fie,tk K j�k.l:a•+i1. 1: "r .a v r s tYs i r Y F`i r a p s e nP ai H1i '^yP! 1169 10 Oz Ka seal 12 tubes per case Approx Coverage:12-15 caps per tube Strata 200 Geo-grid-Larg Grid is not bi lateral- G200 Roll Large Roll:6'wide x 300'Ion -200 s yards 130 please see construction for grid information Strata 200 Geo-grid-Small Grid is not bi lateral-please see construction G20OR Roll !Small Roll:6'wide x 75'Ion -50 sq.yands 33 guide for grid information The Keystone KEYLifterTM is specially designed for lifting and placing Keystone pinned units(Compac and Standard)With two KEYlihers KLT Keystone Key Litter Toot ;placed into the paired toles in the Keystone unit,two people can lift with equal distribution of the bad. Section 02834(32 32 23) KEYSTONE CONCRETE RETAINING WALL PART 1: GENERAL 1.01 Description A. Work shall consist of designing,furnishing and construction of a KEYSTONE Standard Unit Retaining Wall System in accordance with these specifications and in reasonably dose conformity with the lines, grades, design, and dimensions shown on the plans. No alternate wall systems will be considered. B. Work includes preparing foundation soil,furnishing and installing leveling pad, unit drainage fill and backfill to the lines and grades shown on the construction drawings. C. Work includes furnishing and installing geogrid soil reinforcement of the type,size, location, and lengths designated on the construction drawings. 1.02 Related Sections A. Section 02300(31 00 00)-Earthwork 1.03 Reference Documents A. American Society for Testing and Materials(ASTM) 1. ASTM C140 Sampling and Testing Concrete Masonry Units 2. ASTM C1372 Specification for Dry-Cast Segmental Retaining Wall Units 3. ASTM D422 Particle-Size Analysis of Soils 4. ASTM D698 Laboratory Compaction Characteristics of Soil-Standard Effort 5. ASTM D1557 Laboratory Compaction Characteristics of Soil-Modified Effort 6. ASTM D3034 Polyvinyl Chloride Pipe(PVC) 7. ASTM D4318 Liquid Limit, Plastic Limit and Plasticity Index of Soils 8. ASTM D4475 Horizontal Shear Strength of Pultruded Reinforced Plastic Rods 9. ASTM D4476 Flexural Pro perties of Fiber Reinforced Pultruded Plastic Rods 10. ASTM D4595 Tensile Properties of Geotextiles-Wide Width Strip 11. ASTM D5262 Unconfined Tension Creep Behavior of Geosynthetics 12. ASTM D5818 Evaluate Installation Damage of Geosynthetics 13. ASTM D6637 Tensile Properties of Geogrids—Single or Multi-Rib 14. ASTM D6638 Connection Strength-Reinforcement/Segmental Units 15. ASTM D6706 Geosynthetic Pullout Resistance in Soil 16. ASTM D6916 Shear Strength Between Segmental Concrete Units B. American Association of State Highway and Transportation Officials(AASHTO) 1. AASHTO M 252, Corrugated Polyethylene Drainage Pipe C. Geosynthetic Research Institute(GRI) 1. GRI-GG4 Determination of Long Term Design Strength of Geogrids 2. GRI-GG5 Determination of Geogrid(soil)Pullout D. National Concrete Masonry Association(NCMA) Keystone Standard P.doc Page 1 7/16/2009 i 1. NCMA SRWU-1 Test Method for Determining Connection Strength of SRW 2. NCMA SRWU-2 Test Method for Determining Shear Strength of SRW 1.04 Submittals/Certification A. Contractor shall submit a Manufacturer's certification, prior to start of work,that the retaining wall system components meet the requirements of this specification and the structure design. - B. Contractor shall submit construction drawings and design calculations for the retaining wall system prepared and stamped by a Professional Engineer registered in the state of the project.The engineering designs,techniques,and material evaluations shall be in accordance with the Keystone Design Manual. 1.05 Quality Assurance A. Contractor shall submit a list of five(5) previously constructed projects of similar size and magnitude by the wall installer where the specific retaining wall system has been constructed successfully. Contact names and telephone numbers shall be listed for each project. B. Contractor shall provide evidence that the design engineer has a minimum of five years of documental experience in the design for reinforced soil structures. The design engineer shall provide proof of current professional liability insurance with an aggregate coverage limit of not less than$2,000,000. C. Owner shall/may provide soil testing and quality assurance inspection during earthwork and wall construction operations. Contractor shall provide any quality control testing or inspection not provided by the Owner. Owner's quality assurance program does not relieve the contractor of responsibility for quality control and wall performance. 1.06 Delivery,Storage and Handling A. Contractor shall check all materials upon delivery to assure that the proper type, grade, color,and certification have been received. B. Contractor shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer's recommendations. Damaged materials shall not be incorporated into the work. PART 2: PRODUCTS 2.01 Definitions A. Keystone Unit-a concrete retaining wall element machine made from Portland cement, water, and aggregates. B. Structural Geogrid-a structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock,or earth and function primarily as reinforcement. Keystone Standard P.doc Page 2 7/1612009 I C. Unit Drainage Fill-drainage aggregate that is placed within and immediately behind the Keystone concrete units. D. Reinforced Backtill-compacted soil that is placed within the reinforced soil volume as outlined on the plans. 2.02 Keystone Concrete Retaining Wall Units A. Keystone concrete units shall conform to the following architectural requirements: 1. Face color-concrete gray, unless otherwise specified.The Owner may specify standard manufacturers'color. 2. Face finish-sculptured rock face in angular tri-planer configuration. Other face finishes will not be allowed without written approval of Owner. 3. Bond configuration-running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments. 4. Exposed surfaces of units shall be free of chips,cracks or other imperfections when viewed from a distance of 10 feet under diffused lighting. B. Keystone concrete materials shall conform to the requirements of ASTM C1372- Standard Specifications for Segmental Retaining Wall Units. C. Keystone concrete units shall conform to the following structural and geometric requirements measured in accordance with ASTM C140 Sampling and Testing Concrete Masonry Units: 1. Compressive strength:z 3000 psi(21 MPa); 2. Absorption:<_8%(6%in northern states)for standard weight aggregates; 3. Dimensional tolerances:t 1/8"(3 mm)from nominal unit dimensions not including rough split face, t1/16"(1.5 mm)unit height -top and bottom planes; 4. Unit size:8"(203 mm)(H)x 18"(457 mm)(W)x 18"(457 mm)(D)minimum; 5. Unit weight: 100-Ibs/unit(46 kg/unit)minimum for standard weight aggregates. D. Keystone concrete units shall conform to the following performance testing: 1. Inter-unit shear strength in accordance with ASTM D6916(NCMA SRWU-2): 1500-plf(21 kN/m)minimum at 2-psi(13 kPa)normal pressure; 2. Geogrid/unit peak connection strength in accordance with ASTM D6638(NCMA SRWU-1): 900-pif(13 kN/m)minimum at 2-psi(13 kPa)normal force. E. Keystone concrete units shall conform to the following constructability requirements: 1. Vertical setback: 1/8"(3 mm)t per course(near vertical)or 1"(25 mm)+per course per the design; 2. Alignment and grid positioning mechanism:fiberglass pins,two per unit minimum; 3. Horizontal gap between erected units shall be s 1/2 inch(13 mm). 2.03 Shear Connectors Keystone Standard P.doc Page 3 7/16/2009 A. Shear connectors shall be 1/2-inch(12 mm)diameter thermoset isopthalic polyester resin-pultruded fiberglass reinforcement rods to provide connection between vertically and horizontally adjacent units with the following requirements: 1. Flexural Strength in accordance with ASTM D4476: 128,000 psi(882 MPa) minimum; 2. Short Beam Shear in accordance with ASTM D4475:6,400 psi(44 MPa) minimum. B. Shear connectors shall be capable of holding the geogrid in the proper design position during grid pre-tensioning and backfilling. 2.04 Base Leveling Pad Material A. Material shall consist of a compacted crushed stone base or non-reinforced concrete as shown on the construction drawings. 2.06 Unit Drainage Fill A. Unit drainage fill shall consist of clean 1"(25 mm)minus crushed stone or crushed gravel meeting the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 1 inch(25 mm) 100 3/4-inch(19 mm) 75-100 No.4(4.75 mm) 0- 10 No. 50(300um) 0-5 B. Drainage fill shall be placed within the cores of, between, and behind the units as indicated on the design drawings. Not less than one cubic foot(0.028 m),of drainage fill shall be used for each square foot(0.093 m)of wall face unless otherwise specified. 2.06 Reinforced Backfill A. Reinforced backfill shall be free of debris and meet the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 2 inch(50 mm) 100 3/4-inch(19 mm) 100-75 No.40(425 um) 0-60 No.200 (75 um) 0-35 Plasticity Index(PI)<15 and Liquid Limit<40 per ASTM D-4318. B. The maximum aggregate size shall be limited to 3/4 inch(19 mm)unless field tests have been performed to evaluate potential strength reductions to the geogrid design due to damage during construction. Keystone Standard P.doc Page 4 7/16/2009 C. Material can be site-excavated soils where the above requirements can be met. Unsuitable soils for backfill (high plastic Gays or organic soils)shall not be used in the backfill or in the reinforced soil mass. D. Contractor shall submit reinforced fill sample and laboratory test results to the Architect/Engineer for approval prior to the use of any proposed reinforced fill material. 2.07 Geogrid Soil Reinforcement A. Geosynthetic reinforcement shall consist of geogrids manufactured specifically for soil reinforcement applications and shall be manufactured from high tenacity polyester yam or high density polyethylene. Polyester geogrid shall be knitted from high tenacity polyester filament yam with a molecular weight exceeding 25,000 g/m and a carboxyl end group values less than 30. Polyester geogrid shall be coated with an impregnated PVC coating that resists peeling,cracking,and stripping. B. Ta, Long Term Allowable Tensile Design Load,of the geogrid material shall be determined as follows: Ta=Tuft/(RFcr*RFd*RFid*FS) Ta shall be evaluated based on a 75-year design life. 1. Tuft,Short Term Ultimate Tensile Strength shall be determined in accordance with ASTM D4595 or ASTM D6637.. Tult is based on the minimum average roll values(MARV). 2. RFcr, Reduction Factor for Long Term Tension Creep RFcr shall be determined from 10,000-hour creep testing performed in accordance with ASTM D5262. Reduction value= 1.45 minimum. 3. RFd, Reduction Factor for Durability RFd shall be determined from polymer specific durability testing covering the range of expected soil environments. RFd= 1.10 minimum. 4. RFid, Reduction Factor for Installation Damage RFid shall be determined from product specific construction damage testing performed in accordance with ASTM D5818(GRI-GG4). Test results shall be provided for each product to be used with project specific or more severe soil type. RFid= 1.05 minimum. 5. FS,Overall Design Factor of Safety FS shall be 1.5 unless otherwise noted for the maximum allowable working stress calculation. C. The maximum design tensile load of the geogrid shall not exceed the laboratory tested ultimate strength of the geogrid/facing unit connection divided by a factor of safety of 1.5. The connection strength testing and computation procedures shall be in accordance with ASTM D6638 Connection Strength between Geosynthetic Reinforcement and Segmental Concrete Units(NCMA SRWU-1). D. Soil Interaction Coefficient,Ci Ci values shall be determined per ASTM D6706(GRI:GG5)at a maximum 0.75-inch(19 mm)displacement. Keystone Standard P.doc Page 5 7/16/2009 E. Manufacturing Quality Control The geogrid manufacturer shall have a manufacturing quality control program that includes QC testing by an independent laboratory. The QC testing shall include: Tensile Strength Testing Melt Flow Index(HDPE) Molecular Weight(Polyester) 2.08 Drainage Pipe A. If required, the drainage pipe shall be perforated or slotted PVC pipe manufactured in accordance with ASTM D-3034 or corrugated HDPE pipe manufactured in accordance with AASHTO M252. 2.09 Geotex9lo Filter Fabric A. When required,Geotextile filter fabric shall be 4.0 oz/sy, polypropylene,needlepunched nonwoven fabric. PART 3: EXECUTION 3.01 Excavation A. Contractor shall excavate to the lines and grades shown on the construction drawings. Owner's representative shall inspect the excavation and approve prior to placement of leveling material or fill soils. Proof roll foundation area as directed to determine if remedial work is required. B. Over-excavation and replacement of unsuitable foundation soils and replacement with approved compacted fill will be compensated as agreed upon with the Owner. 3.02 Base Leveling Pad A. Leveling pad material shall be placed to the lines and grades shown on the construction drawings,to a minimum thickness of 6 inches(150 mm)and extend laterally a minimum of 6"(150 mm)in front and behind the Keystone wall unit. B. Soil leveling pad materials shall be compacted to a minimum of 95%Standard Proctor density per ASTM D-698 or 92%Modified Proctor Density per ASTM D1557. C. Leveling pad shall be prepared to insure full contact to the base surface of the concrete units. 3.03 Keystone Unit Installation A. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. B. Place the front of units side-by-side. Do not leave gaps between adjacent units. Layout of comers and curves shall be in accordance with manufacturer's recommendations. Keystone Standard P.doc Page 8 7/16/2009 C. Install shear/connecting devices per manufacturer's recommendations. D. Place and compact drainage fill within and behind wall units. Place and compact backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structure backfill. E. Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed two courses. 3.04 Structural Geogrid Installation A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. B. Geogrid reinforcement shall be placed at the strengths, lengths, and elevations shown on the construction design drawings or as directed by the Engineer. C. The geogrid shall be laid horizontally on compacted backfill and attached to the Keystone wall units. Place the next course of Keystone concrete units over the geogrid. The geogrid shall be pulled taut, and anchored prior to backfill placement on the geogrid. D. Geogrid reinforcements shall be continuous throughout their embedment lengths and placed side-by-side to provide 100%coverage at each level. Spliced connections between shorter pieces of geogrid or gaps between adjacent pieces of geogrid are not permitted. 3.06 Reinforced Backfill Placement A. Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and installation damage. B. Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches(150 mm)where hand compaction is used, or 8- 10 inches(200 to 250 mm)where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density as required. C. Reinforced backfill shall be compacted to a minimum of 95%Standard Proctor density per ASTM D-698 or 92%Modified Proctor Density per ASTM D1557. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be dry of optimum, +0%, -3%. D. Only lightweight hand-operated equipment shall be allowed within 3 feet(1 m)from the tail of the Keystone concrete unit. E. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches(150 mm)is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. F. Rubber tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 MPH(15 KPH). Sudden braking and sharp turning shall be avoided. Keystone Standard P.doc Page 7 7/16/2009 G. At the end of each day's operation,the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall-face. The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. 3.06 Cap Installation A. Cap units shall be glued to underlying units with an all-weather adhesive recommended by the manufacturer such as Keystone Kapseal. 3.07 As-built Construction Tolerances A. Vertical alignment:t 1.5"(40 mm)over any 10'(3 m)distance. B. Wall Batter:within 2 degrees of design batter. C. Horizontal alignment:t 1.5" (40 mm)over any 10'(3 m)distance. Comers,bends&curves:t 1 foot(300 mm)to theoretical location. D. Maximum horizontal gap between erected units shall be 1/2 inch(13 mm). 3.08 Field Quality Control A. Quality Assurance-The Owner shall/may engage inspection and testing services, including independent laboratories,to provide quality assurance and testing services during construction. This does not relieve the Contractor from securing the necessary construction quality control testing. B. Quality Assurance should include foundation soil inspection.Verification of geotechnical design parameters,and verification that the contractor's quality control testing is adequate as a minimum. Quality assurance shall also include observation of construction for general compliance with design drawings and project specifications. (Quality Assurance is usually best performed by the site geotechnical engineer.) C. Quality Control—The Contractor shall engage inspection and testing services to perform the minimum quality control testing described in the retaining wall design plans and specifications. Only qualified and experienced technicians and engineers shall perform testing and inspection services. D. Quality Control testing shall include soil and backfill testing to verify soil types and compaction and verification that the retaining wall is being constructed in accordance with the design plans and project specifications. PART 4: MEASUREMENT AND PAYMENT Keystone Standard P.doc Page 8 7/16/2009 Commonwealth of Massachusetts .a=1 �� Title 5 Official Inspection Form Subsurface Sewage!Disposal System Form Not for Voluntary Assessments 329 South Main St Property Address w y Jill Kahelin Owner Owner's Name information is Centerville MA 02632 6-13-17 A5 required for every �..L page. City/Town State Zip Code Date of InsPgction `..u5 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 57 �a3 1. Inspector: Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name P.O. Box 73 Company Address E. Falmouth MA 02536 City/Town State Zip Code 1-508-495-0905 S13971 Telephone Number License Number 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 16.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 6-13-17 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 Form:Subsurface Sewage Disposal System•Page 1 of 17 r Commonwealth of Massachusetts al Title 5 Official Inspection Form � Subsurface Sewage Disposal System Form -Not for Voluntary Assessments aF _ti_,fr!q 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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: `. , • ® 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: System is in good working order with no sign of failure. 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts ;R Title 5 Official Inspection Form I Subsurface Sewage,Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ 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 obstructedpipe(s). The Y q p p 9 Y 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 15.303(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 :a=1 Title 5 Official Inspection Form f. ' .VJ1;1 Subsurface Sewage Disposal System Form Not for Voluntary Assessments 0. 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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 ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts :a=1 Title 5 Official Inspection Form ' J� Subsurface Sewage:Disposal System Form -Not for Voluntary Assessments t,_�_ss!✓ 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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- 10,000gpd. ❑ ® 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 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 Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 .1 Commonwealth of Massachusetts .a=1 F Title 5 Official Inspection Form ,1",�! Subsurface Sewage Disposal System Form -Not for Voluntary Assessments `�`�_,!✓ 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts ,Z Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 3 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: 6-2017 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form �4 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville, MA 02632 6-13-17 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: Owner--pumped 2 yrs ago Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Maintenance 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 :a p Title 5 official Inspection Form yl Subsurface Sewage:Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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: 2010 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 24" Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ 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: 18"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: 1500 gal Sludge depth: 12" t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts f� Title 5 Official Inspection Form �. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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 20" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 15" 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.): Tank is in good condition with baffles installed and no sign of leakage. Grease Trap (locate on site plan): 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 ^+ t� Title 5 Official Inspection Form ,W Subsurface Sewage;Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts 1a=1 Title 5 Official Inspection Form I,;- Subsurface Sewage Disposal System Form Not for Voluntary Assessments �,_�_,!✓ 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Good condition with water at working level and no sign of back-up from chambers. 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.): Pump chamber in good condition with pump and alarm tested and in good working order. * 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): If SAS not located, explain why: t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 i Commonwealth of Massachusetts f Title 5 Official Inspection Form .. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 12-ADS 1600's ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ 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.): Leach chambers in good working order with no sign of back-up into d-box or surrounding soils. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts laa Title 5 Official Inspection Form f ' 1� Subsurface Sewage Disposal System Form Not for Voluntary Assessments �,,,,_�l,!✓ 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts a=1 f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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 A r - i r i e+ r_ _�D . 86 rr ere t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts va Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments t a'; 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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: 5.2 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) ❑ Accessed USGS database- explain: You must describe how you established the high ground water elevation: Original design plans show groundwater at 5.2'. Leach field was elevated to accomodate high groundwater. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form . I Subsurface Sewage Disposal System Form Not for Voluntary Assessments 329 South Main St Property Address Jill Kahelin Owner Owner's Name information is required for every Centerville MA 02632 6-13-17 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 r ) G 01W EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES FOR 5/11/10: II. Variance — Septic (New Item): Mike Aucoin representing Ernest and Marjorie Whitman, owner— 329 South Main Street, Centerville, Map/Parcel 207-082, 1.4 acre lot, multiple variances requested. Mike Aucoin was present. There is a question of whether the wall will hold up to frost and do the work of the septic. The wall is made up of interlocking blocks. Mr. Aucoin contacted Mr. McKenzie and Mr. McKenzie wrote a letter offering two options for the plan. The wall will be reinforced with the fabric. Dr. Miller shared Mr. McKean's concern of frost heaving occurring if the fabric is not located below the frost line. With regards to the property line: Mike Aucoin Map 207-082 shows on the Assessor's Map that there is a jog out of it from M/P 207-083. That Jog is part of a land court property. The depiction of the size on the Assessor's is not correct. There is another line on the North side. Mike Aucoin brought the information from the Registry of Deeds and the Land Court information. ' Mike Aucoin said the plan stipulates they will stake the property line to the North prior to installation. RE: Retaining Wall.•The Board wants it stipulated on the plan which of the two choices they decide to do., In the family room, there is an open stairway going up. Dr. Miller requested that one of the doorways be opened to 4 foot and remove the door. Frank , the main Contractor on project, explained the family room has been there forever. It will then remain as a four bedroom including the next configuration of the upstairs. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the Board voted to approve the plan submitted with the following conditions: 1) �/delineation on plans of the method of construction to be used on the retaining wall, 2) 'j4e opening f the door between the family room and living room to a four foot opening, 3)Ud a description of the adequacy of keystone block wall and its base explaining why the engineer feels it'll be adequate for the frost line, an 1c�4 'a four-bedroom Deed Restriction. (Unanimously, voted in favor.) r Town of Barnstable Regulatory Services RAMSTABM Thomas F. Geiler, Director >Fp, ,ia Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 r April 7, 2010 Linda Pinto,P.E. P.O. Box 2030 Teaticket, MA 02536 Re: 329 South Main Street, Centerville, MA 02632 (Assessor's Map 207,Parcel 082) The septic system plans submitted for the Board of Health public Hearing on April 13, 2010, regarding said property are denied for the following reasons: -Failure to submit 77page checklist per Board of Health. -Effluent filter not provided(310 CMR 15.231 (10)) -Buoyancy calculations incorrect (incorrect amount of soil cover used. (Acceptable range of weight for dry sand is 100-11 0#'s\cuft.) -Ground water adjustment incorrect. (1.3 is the correct adjustment; please ensure you have the most up to date charts from the Cape Cod Commission.) -Existing grade over the Septic Tank & Pump Chamber is shown as elevation 10.7. Proposed grade over these components on the plot plan is elevation 12-14, which is over 3' deep, requiring H-20 components. -No splash plate\baffle\tee provided in d-box (310 CMR 15.232(3) (a)) Also note this is the correct regulation number, the 7 page checklist has it referenced incorrectly. -Retaining walls: "to be designed by others"- Need proposed design, stamped by a PE to be reviewed and approved before a septic permit will be issued. -Retaining wall as shown on plot plan: Bottom retaining wall appears inadequate for breakout setbacks (too short in length) (310 CMR 15.211(1) (4)) -Incorrect variance references requested (Septic Tank, Pump Chamber & SAS to wetlands setback are Town Regulations, not 310 CMR 15.211(1)) The correct reference for these setbacks are "Town of Barnstable E-Code § 360-1." -No "proposed addition" floor plans submitted. QAOrder letters\Sewage violations\septic plan denials\329 South Main Centerville.doc -All variances need to be listed on the plans including: 1. SAS > 3' deep (310 CMR 15.221(7)) 2. Septic tank> 3' deep (310 CMR 15.221(7)) 3. Pump chamber> 3' deep (310 CMR 15.221(7)) 4. Inlets and outlets on the septic tank are less then 12" above the high ground water elevation (310 CMR 15.227(5)) -The top of system elevations are different for the bottom trench in the system profile and the cross section A-A (system profile shows top at elevation 13.75, cross section A-A shows top elevation at 13.53 -Pump curves not provided(310 CMR 15.220(r)) -No thrust block provided in force main? (See 310 CMR 15.221(6) (c)) (May not be necessary, just double checking) Additional Notes: -The Town Engineering office and Assessors office are reviewing the discrepancy in a lot line. It was recommended by DPW staff that a decision on the variances by the Board cannot be granted until the discrepancy is resolved. -You may want to make note on the plan that the plastic chambers buried over 3' deep must have a physical "H-20" stamp and not an "H-10" stamp (One supplier in Town has told installers in the past it was OK to use H-10 up to 8' deep, this is not acceptable and will be rejected) Due to the numerous issues, the revised plans will be reviewed by the staff and a response will be rendered within the 45 day period in accordance with MGL Chapter 111, Section 31E. Thank you for your attention to this matter. If you have any further questions please call this office at 508-862-4644. Sincerely, Thomas A. McKean, R.S. Director of Public Health Town of Barnstable i QAOrder letters\Sewage violations\septic plan denials\329 South Main Centerville.doc o, 6 of� r Town of Barnstable Regulatory Services UARN. Thomas F. Geiler, Director mas& g Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 7, 2010 Linda Pinto, P.E. P.O. Box 2030 Teaticket, MA 02536 Re: 329 South Main Street, Centerville, MA 02632 (Assessor's Map 207, Parcel 082) The septic system plans submitted for the Board of Health public Hearing on April 13, 2010, regarding said property are denied for the following reasons: -Failure to submit 7-page checklist per Board of Health. p t . -Effluent filter not provided (310 CMR 15.231 (10)) -Buoyancy calculations incorrect (incorrect amount of soil cover used. (Acceptable range of weight for dry sand is 100-110#'s\cuft.) -Ground water adjustment incorrect. (1.3 is the correct adjustment; please ensure you have the most up to date charts from the Cape Cod Commission.) -Existing grade over the Septic Tank & Pump Chamber is shown as elevation 10.7. Proposed grade over these components on the plot plan is elevation 12-14, which is over 3' deep, requiring H-20 components. -No splash plate\baffle\tee provided in d-box (310 CMR 15.232(3) (a)) Also note this is the correct regulation number, the 7 page checklist has it referenced incorrectly. -Retaining walls: "to be designed by others"- Need proposed design, stamped by a PE to be reviewed and approved before a septic permit will be issued. -Retaining wall as shown on plot plan: Bottom retaining wall appears inadequate for breakout setbacks (too short in length) (310 CMR 15.211(1) (4)) -Incorrect variance references requested (Septic Tank, Pump Chamber & SAS to wetlands setback are Town Regulations, not 310 CMR 15.211(1)) The correct reference for these setbacks are "Town of Barnstable E-Code § 360-1." -No "proposed addition" floor plans submitted. QAOrder letters\Sewage violations\septic plan denials\329 South Main Centerville.doc -All variances need to be listed on the plans including: 1. SAS > 3' deep (310 CMR 15.221(7)) 2. Septic tank> 3' deep.(310 CMR 15.221(7)) 3. Pump chamber> 3' deep (310 CMR 15.221(7)) 4. Inlets and outlets on the septic tank are less then 12" above the high ground water elevation (310 CMR 15.227(5)) -The top of system elevations are different for the bottom trench in the system profile and the cross section A-A (system profile shows top at elevation 13.75, cross section A-A shows top elevation at 13.53 -Pump curves not provided(310 CMR 15.220(r)) -No thrust block provided in force main? (See 310 CMR 15.221(6) (c)) (May not be necessary, just double checking) S Rc dwri� Additional Notes: ppw sk -The Town Engineering office and Assessors office are reviewing the discrepancy in a lot lineL-Y r decision on the variances by the Board cannot be granted until the discrepancy is resolved. -You may want to make note on the plan that the plastic chambers buried over 3' deep must have a physical "H-20" stamp and not an "H-10" stamp (One supplier in Town has told installers in the past it was OK to use H-10 up to 8' deep, this is not acceptable and will be rejected) Due to the numerous issues, the revised plans will be reviewed by the staff and a response will be rendered within the 45 day period in accordance with MGL Chapter 111, Section 31E. Thank you for your attention to this matter. If you have any further questions please call this office at 508-862-4644. Sincerely, T o a A`IcKean, R.S. Director of Public Health Town of Barnstable Q:\Order letters\Sewage violations\septic plan denials\329 South Main Centerville.doc __ 11 r Mom Ilk - ---��oY�•,c y—C��c_f�.n.c.orre.c,_-.S���r/,k-1e3-- �,�������—�AIG�f�,-:..� �Mvre ? 1 J-iwj— IR s- .u.o y�y�e.�_C°+ C w� 2 e„ / / r_eAf SI_4_N�,�v i- cb- `•!.^f-wG,I1. A-c-4-4 7��02.1�^y� L _Pry Ple — a 1,3 (C&A t rr ,v '�. ,� � i ., ._._ '"� 4...--_. _�.�_.. r � .... f-�..mot�-__�.�.�_ e _ �a--.�.e ..�..__ - ....�-- Y._ .� � _. �. ._ 1 l Stanton, David From: Schlegel, Frank Sent: Monday, April 05, 2010 10:28 AM To: Stanton, David Subject: RE: GIS maps, lot line incorrect Hi David, Please be very careful investigating properties at the registry of deeds for the public. It is the responsibility of the Assessor's Department. If property is to be split, it must go through their office for a new parcel assignment and then to me for a new address. If you do it, it may never develop into a separate parcel. I will review your notice with the Assessor's Department to determine if this is the correct plan of record and "IF"this property is to be split. Be very careful tryiong to help the public on your own. This is how the records get fould up! Thanx, Frank -----Original Message----- From: Stanton, David Sent: Friday, April 02, 2010 3:20 PM To: Schlegel, Frank Subject: GIS maps, lot line incorrect Good afternoon Frank, don't know if it is of interest to you, so I just wanted to give you and FYI... am reviewing a septic plan for 329 South Main Street, Centerville (M-P 207-082) The surveyors plot plan submitted did not match up with the Towns GIS map in the parcel lookup database. After searching through the registry of deeds, I found the land court plan that changed it. The lot line between 329 South Main Street and 62 Weaver(M-P 207-083) has changed. The reference land court plan in the Barnstable county Registry of Deeds is plan 20976 A. The lot line change is on the East side, Northern section of the lot line of 329 South Main street. Basically making the lot of 329 South Main Smaller, and 62 Weaver larger. Thanks, Dave 1 r " 209T6Q r E \ PLAN OF T.1.N-D ` IN JARINSTARLE `Qd Bonrse Kellogg, Civil Engineers ,orb NovoTitbor 211 191,7 ..+' Tuly ].5,. l 95 J a,b Aur,.iu3t �' , 1.?'+? _wP\� Jely 27, 1963 C�s° \ o,� \ \a � �4\G'\ • \FZ\ .�A�\\ it, a P \ AV � N89' ?O 69'oo o c.e �} cn H s C W � �a t.,o 2 p 8.74 6 rV Mosher Copy of No!'p/en Mo"riCe LAND R£WS R UON CARCf —A[CIMKR'!r 0*47 O—w m $cC Ando mod,E/OZoe ket 4a•N•* COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Advanced Drainage Systems, Inc, 4640 Trueman Boulevard Hilliard, OH 43026 Trade name of technology and model: BioDiffuser; 14 inch and 16 inch High Capacity, 11 inch Standard and Bio 2 and Bio 3 BioDiffusers, ARC 36, ARC 36HC, and ARC 50 (hereinafter the "System"). Schematic drawings of each model are attached. g , Transmittal Number: W000052 Date of Issuance: October 3, 2003, Revised December 17, 2003, Revised June 14, 2006 Revised July 19, 2007, Modified February 14, 2008, Modified July 23, 2008, Modified June 30, 2009, Modified February 18, 2010 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Advanced Drainage Systems, Inc., 4640 Trueman Boulevard, Hilliard, OH 43026 (hereinafter "the Company"), for General Use of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 18, 2010 Glenn Haas, Acting Assistant Commissioner Date Department of Environmental Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep Co Printed on Recycled Paper I BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 2 of 7 I. Purpose 1. The purpose of this Certification is to allow use of the System in Massachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. II. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1. Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches I I" Standard BioDiffuser 34 x 76 x 11 6.5 ARC 36 34.5 x 60 x 13 7.13 14"High Capacity BioDiffuser 34 x 76 x 14 9 16"High Capacity BioDiffuser 34 x 75 x 16 11.3 ARC 36HC 34.5 x 60 x 16 10.75 ARC 50 51.5 x 42.75 x 30 22.25 Bio 2 BioDiffuser 15 x 87 x 12 6.87 Bio 3 BioDiffuser 22 x 87 x 12 6.87 jj 1. Only Systems installed with this invert height shall be allowed to use the effective Leaching area associated with this model Table 2 2. The System is an open-bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) Type III, Class A or B, Category 1 or 3 or Polypropylene Group 03, Class 3, Grade 0. It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251 or as a bed or field in accordance with the requirements in 310 CMR 15.252. 3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench, bed or field. When designed with aggregate in I BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 3 of 7 accordance with 310 CMR 15.253, the System shall be designed in accordance with Section II item 10. 4. The minimum separation between any two trenches shall be as specified in 310 CMR 15.251. 5. The requirement that the Chamber installed in trench configuration as specified in 310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System. In accordance with 310 CMR 15.240 (13) a minimum of one inspection inlet shall be installed per system. The inlet shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from Side Port Coupler to Side Port Coupler including Side Port Coupler. 7. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2. No System shall be designed and constructed with a soil absorption system area of less than 400 square feet of effective area. Table 2. Effective Leaching Area for New Construction And Remedial Sites Effective Effective Model. Leaching2 Leaching Area Area SF/LF SF/LF 11" Standard BioDiffuser 6.5 NA ARC 36 6.8 NA 14"High Capacity BioDiffuser 7.2 NA 16"High Capacity BioDiffuser 7.9 NA ARC 36HC 7.8 NA ARC 50 NA 6.71 Bio 2 BioDiffuser 4.0 NA Bio 3 BioDiffuser 5.0 NA 2. Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) 3. Effective leaching area is equal to 1.0(bottom width+(2x invert height)) 4. The maximum trench width allowed for calculation of effective leaching area is 3 feet. 8. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2. above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. In no BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 4 of 7 instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 9. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 3. No system shall be designed and constructed with a leaching area of less than 400 square feet of effective area. Table 3 Effective Leaching Area for Bed or Field Configuration Effective Model Leaching Area SF/LF I I" Standard Biodiffuser 4.7 ARC 36 4.8 14"High Capacity BioDiffuser 4.7 16"High Capacity BioDiffuser 4.7 ARC 36HC 4.8 ARC 50 7.2 Bio 2 BioDiffuser 2.1 Bio 3 BioDiffuser 3.1 5. Effective Leaching area is equal to 1.67 times bottom width only. 10. The System, when installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in Table 3 above or additional reductions in soil absorption system area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 11. The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1) (a) and (b), effective leaching area is equal to 1.0 times a conventional aggregate system. Effective depth can be increased to two feet with the corresponding addition of up to 17.5 inches of base aggregate for the 11 inch Standard BioDiffuser to up to 12.7 inches for the 16 inch High Capacity BioDiffuser. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. i BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 5 of 7 12. When the System is installed as specified in 310 CMR 15.255: Construction in Fill, the finished 15 foot horizontal separation distance, item (2), shall be measured from the from the top of the chamber. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease use of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly, no new System shall be constructed, and no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless allowed pursuant to 310 CMR 15.004. 5. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. For new construction, the owner initially shall size a soil absorption system in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil adsorption system using aggregate, including a reserve area, can be installed on the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and a reserve area shall be preserved and the owner shall ensure that no permanent structures or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. 3. The System owner shall at all times properly operate and maintain the on-site sewage disposal system. I BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 6 of 7 4. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 5. No System owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. V. Conditions Applicable to the Company 1. By January 31 st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions, and corrective actions taken for the System as well as the date and address of each event. 2. The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the D gnDepartment determines otherwise. p 3. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 4. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System,prior to any sale of the System, with a copy of this Certification. 5. The Company shall prepare and provide the Department an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall not sell the System to installers unless they are trained to install these Systems by the Company. VI. Conditions Applicable to Installers of the System BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 7 of 7 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting 1. All submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. ........................................................................................ �......................................................................._.................._..........................._............................................................................_............-..-................................................._.......................... T ......._...................................................... BioDiffuser Standard & High Capacity Chamber Specifications 7611 � _ Chamber Height ' All three BioDiffuser sizes can withstand H-10 loads when Chamber installed with properly graded pit Chamber and compacted soils. A mini- Height mum of 12„ of cover is required for H-10 loads. The 14" High End «. ...... Capacity BioDiffuser is 34 designed for H-20 loads. A minimum of 18" of cover is .✓'41r Knockout required for H-20 loads. i Univenat.End Cap Available Sizes 11" 14" High 16" High Chambers Standard Capacity Capacity H-10 H-20 H-10 i ADS Prod # 1100BD 140OBD 160OBD Length 76" 76" 76" Width 34" 34" 34" Invert 6.5" 9" 11 .3" Units / Pallet 51 38 45 Units / TL 1071 798 945 x` r ADS / PSA BioDiffuser Chambers can be ordered in pallet quantities. Contact your ADS Customer Service fQr ordering details - 1-800-821-6710 Buoyancy oaks for Septic designs Q:\Septic\Buoyancy caks.doc 5/7/09—DS Figures: Saltwater Density- 64 Lb\cu.ft. Freshwater Density- 62.4 Lb\cu.ft. Soil weight 100-110 lb\cu.ft. (varies,but per Brian Dudley DEP this is acceptable range for dry sand) Septic tank dimensions &weights vary. Note: Measurement's for tanks are based on the outside dimensions of the tank. Downward force: =Weight of tank (empty) + soil weight (Length X Width X soil depth over tank) Example: =1500 gallon ST (11,480 lbs) +(10.5' X 5.67' x .75')X(100 lbs\cu.ft.) _(11,480 lbs) + (4465 lbs) = 15945 lbs of downward force Upward force: depth of tank under water(max high water elevation—bottom of tank elevation)X tank length X tank width X water density(see figures above, 64 or 62.4 lbs) Example: High groundwater el. 10 Bottom of tank el. 8 Saltwater influenced 1500 Gallon tank(L=10.5', W= 5.67') _ (10-8) X 10.5' X 5.67' X 64LB\cu.ft. = 7620 lbs of upward force Downward force must be greater than upward force! Example: downward force—upward force =15945 lbs—7620 lbs =8325 lbs downward force OK i Potential water-level rise, in feet, for use with Table 5 index well Mashpee MIW-29 WATER LEVEL ZONE A ZONE B ZONE C ZONE D 5.7 0 0 0 0 5.8 0.1 0.1 0.1 0.2 5.9 0.1 0.2 0.3 0.3 6 0.2 0.3 0.4 0.5 6.1 0.3 0.4 0.5 0.7 6.2 0.3 0.5 0.7 0.8 6.3 0.4 0.6 0.8 1 6.4 0.5 0.7 0.9 1.2 6.5 0.5 0.8 1.1 1.3 6.6 0.6 0.9 1:2 1.5 6.7 0.7 1 1.3 1.7 6.8 0.7 1.1 1.5 1.8 6.9 0.8 1.2 1.6 2 0.9 11.31 1.7 2.2 7.1 0.9 1.4 1.9 2.3 7.2 1 1.5 2 2.4 7.3 1.1 1.6 2.1 2.7 7.4 1.1 1.7 2.3 2.8 7.5 1.2 1.8 2.4 3 7.6 1.3 1.9 2.5 3.2 7.7 1.3 2 2.7 3.3 7.8 1.4 2.1 2.8 3.5 7.9 1.5 2.2 2.9 3.7 8 1.5 2.3 3.1 3.8 8.1 1.6 2.4 3.2 4 8.2 1.7 2.5 3.3 4.2 8.3 1.7 2.6 3.5 4.3 8.4 1.8 2.7 3.6 4.5 8.5 1.9 2.8 3.7 4.7 8.6 1.9 2.9 3.9 4.8 8.7 2 3 4 5 8.8 2.1 3.1 4.1 5.2 8.9 2.1 3.2 4.3 5.3 9 2.2 3.3 4.4 5.5 9.1 2.3 3.4 4.5 -5.7 9.2 2.3 3.5 4.7 5.8 9.3 2.4 3.6 4.8 6 9.4 2.5 3.7 4.9 6.2 9.5 2.5 3.8 5.1 6.3 9.6 2.6 3.9 5.2 6.5 9.7 2.7 4 5.3 6.7 9.8 2.7 4.1 5.5 6.8 9.9 2.8 4.2 5.6 7 10 2.9 4.3 5.7 7.2 10.1 2.9 4.4 5.9 7.3 1 Stanton, David From: Stanton, David Sent: Friday, April 02, 2010 3:20 PM To: Schlegel, Frank Subject: GIS maps, lot line incorrect Good afternoon Frank, I don't know if it is of interest to you, so I just wanted to give you and FYI... I am reviewing a septic plan for 329 South Main Street, Centerville (M-P 207-082) The surveyors plot plan submitted did not match up with the Towns GIS map in the parcel lookup database. After searching through the registry of deeds, I found the land court plan that changed it. The lot line between 329 South Main Street and 62 Weaver(M-P 207-083) has changed. The reference land court plan in the Barnstable county Registry of Deeds is plan 20976 A. The lot line change is on the East side, Northern section of the lot line of 329 South Main street. Basically making the lot of 329 South Main Smaller, and 62 Weaver larger. Thanks, Dave i 1 �-:� �a,� i v EXHIBIT A The land together with the buildings thereon, situated in Barnstable (Centerville) , Barnstable County, Massachusetts bounded and described as follows: Northerly by land now or formerly of Laurence W. Bearse et al, one hundred fifty-four and 58/100 (154 .58) feet; Easterly one hundred seventy-five (175) feet, and Southerly two hundred six and 74/100 (206.74) feet, both by land now or formerly of Maurice J. Mosher; and Westerly by land now or formerly of Ernest A. Whitman et al, two hundred and 94/100 (200. 94) feet. All of said boundaries are determined by the Court to be located as shown on plan 20976-A, dated November 21, 1947, July 15, 1955, August 25, 1962 and July 27, 1963, drawn by Bearse & Kellogg, Civil Engineers, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 245, Page 24 with Certificate of Title No. 31494 There is appurtenant to said land the right to use the way approximately shown on said plan as set forth in an agreement between Dorothy Snyder, Maurice J. Mosher and Marjorie P . Ramsey dated May 10, 1955 duly recorded in Book 912, Page 157 and to use Old Garden Road approximately as shown on said plan to and from South Main Street both in common with all persons lawfully entitled thereto and as set forth in Certificate of Title No. 98099. #30006678-7 DOC:72S,970 05—I1-98 02:26 BRRNSTRBLE LRND COURT REGISTRY #30,628 [Space Above Thb Um For Recording Data] MORTGAGE THIS MORTGAGE("Security Instrument")i given on May 11, 1998 The mortgagor is MN= LOPING PINNED and DEBORAH AMSDIEN PINNELL, husband and wife as tenants by the entirety, of 62 Weaver road, Barnstable (Centerville) , MassadMsetts 02632 ("Borrower"). This Security Instrument is given to 7M CAPE COD FIVE CENTS SAVINGS BANK , which is organized and existing under the laws of The Ooltlt►ortwealth of Massachusetts ,and whom address is P. 0. Box 10, Orleans, Massachusetts 02653 NINETY THOUSAND AND N01100----- ("Lender"). Borrower owes Lender the principal sum of Dollars(U.S,$ g0,000.00 ). This debt is evidenced by Borrowers note dated the same date as this Security Instrument ("Note"), which provides for monthly payments, with the full debt, if not paid earlier, due and payable on June 1, 2028 This Security Instrument secures to Lender: (a) the repayment of the debt evidenced by the Note,with.interest,and all renewals,extensions and modifications of the Note;(b)the payment 1pf all other sums,with interest,advanced under paragraph 7 to protect the security of this Security Instrument;and(c)the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose.Borrower does hereby mortgage,grant and convey to Lender,with power of sale,the following described property located in a Barnstable County,Massachusetts: +a The land together with the buildings thereon situated in Barnstable (CentervUle), -o Massachusetts shown on LAND COURT PLAN 20976-A, filed in the Land RegistratiAii o Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds c in Land Registration Book 245, Page 24 with Certificate of Title No. 31494. rx See Fxhibit "A" attached hereto for a eottplete legal description. Flor title of Mortgagor's see Certificate of Title No. sr which has the address of 62 Weaver Road Centerville [Street] Icily] Massachusetts 02632 ("Property Address"), [Zip Code) MASSACHUSETTS--Single Family-•Fannie MaelFYeddle Mac UNIFORM INSTRUMENT Form 3022 9/90 (page 1 of pages) ITEM 1900(0012) 1$43.9I.41 FORMS 6 ORAPHKM,[NO,(6011)"11-2119 i �'�� � �� �s� � �. J� :. 729 99 ! Notary ruolle. ! My commission expires; I Barnstable, ss., Received September 12, 1949, and is recorded,,, WE,BTANCHE B_KELLEY_and EPHEL A._KELLEYr_.__ —_ .—.--............ of _--Barnstable—(.C6nterst3116.)._,..-----_ ArtlY .eba�----.----.— County,Massachusetts, being unmarried,for consideration paid,grant to.............HAR.QM.Y__ _. �yf�.pl3,. p Ttustes...izndsr._.s_Declaration-.Qf...T7fit .��t.�d..._AuKust.._16,...1943, racordth Barnstable._.Cn" _Da.ads_in_.$ �. x �t$eexer._tha_..£ox3aex...ho�stead...nf..9ur__.f a 0antar-villa,-.i.n._..tha_Tovm._.and..-moo=tom_o.f Barnstable aixxl•_Comroncealth.of i. (Ducrimion and encumbrances,if any) !' Massachusetts, bounded as follows: Northerly by land of George F. Weaver; Easterly and Southerly by land of hoses F. Hallett as the fence stands; and tt I'^ Westerly by the brook. ! . Containing one acre more or less. Together with the house and all buildings standing on the above described land and the privilege of the road running across the homestead of widow Mary Childs to the public road, reserving to Prentiss Kelley and Moses F. Hallett all the right they have (if any) to cross the northerly part of the above described premises. For our title to said premises see deed of Theodore Kelley et als to us dated in July, 1943, recorded with Barnstable County Deeds in Book 606, . Page 145. 2 l �f _wand S and seals this._.--./-��----.p--day of.. .__._—.19...49. k .....--- I e X h i s 726 L 100 . _. �tqr �nalmmwrrs3l ut c Barnsta tile e Then personalty appeared the above named—_MAl QbV_. ._ 1.@3C._........ and aclmowledged the foregoing instrument to be.. h8;!_._._.—free act and deed,before me - /���� Natu,Pv4no-3�6r7G3C .�Di3QL . M9 c hidon exv; 0...._._............. .._.—.._......_.�_�1�� Barnstable, ss., Received September 12, 1949, and is recorded..._ I, ROBERT W. CamIxG, married, of Yarmouth (11"est), Barn- stable County, uassacrusetts, for consideration paid, errant to WILLIAM H. BAKER Of Yarmouth (South), Barnstable County, l::ass- achusetts, with QUITCLAIM CCVEYA1;TS, the land, with the buildings thereon, situated in said Yarmouth ('.lest), bounded and described as follows: NORTHEASTERLY by a 24-foot way and Lot 10A, as : shown on plan hereinafter.pen- tioned, ninety-sever.. and 50/100 (97.50) feet; SOUTHEASTMtLY by Lot 10D, as shown on said plan, one hundred sixty (160) feet, more or less; SOUTHrf;'SSTERLY by land of South Sea `diiia e, Inc., as shown on said plan, ninety-seven and 50/100 (97.50) feet; and NORTHWESTERLY by Lot 9,. as shovm_ on said elan, ore hundred si.ty (160) feet; more or less. Being shown as LOT 100 on plan entitled "Amendment of Sub- division Plan. of Land in :'lest Yarmouth, :'ass. known a: Pine Haven, Property of A. Harold Caston,ua ui Imo, P2 , ..u:nn, Reg, Land Survyr, Dennisport, !.;ass., ''':ayU10,�1959, which ,an _s duly filed in the Barnstable County Registry of Deeds, Book =,`+ 87, Page 77. Together with a right of way.over the 60-foot way, as shcwn on said plan, to and from South Sea Avenue, -in co-eron wit,_1 others entitled thereto; and together with a right of way over the 24-foot way, as shown on said plan, to and from the 60-foot way as shown on said plan, in common with others entitled t^ereto. Subject to and with the benefit of restrictions and reser- vations as contained in a deed from A. Harold Castonguay to me, dated January 27, 1949, duly recorded in said Registry of Deeds. For title see deed from A. Harold Castonguay to me, above mentioned. I, Olive B. Canning, wife of said grantor, release to the i grantee all rights of dower and homestead and other interests __.._.. in the.`granted premises. I. 1 i f N Westerly by the brook; containing-one acre;`more. or less. Together with the privilege-of.the.,road.runaing.. :. . 1027 across the homestead of widow Mary Childs .to the public road,i:; reserving to Prentiss Kelley and.Moses F:.:Hallett all the right 7 3 they have (if any).to cross the northerly part of the above described premises. Theodore Kelley and his heirs to forever make and maintain the fence adjoining Moses F. Hallett. Meaning and intending to convey any interest I may have in said premises as an heir of Hope Kelley (see Estate of Elizabeth E. Kelley, Barnstable County Probate No. 27241) .. No revenue or state excise stamps are hereto affixed as none are required by law.. �i6exx��� .. IaleASC4XlQ�CE7i icmbrar�btsr'�eex x 9ftpas....MY....band and seal this.............30th day of.....December.r............19•?r58.r ................................................................................ .. ..................:............................................................. ................................................................................ Mp (Qnmmanmralfl; of Aauarlptarffs Barnstable, SS. December 30, 19 58 E Then personally appeared the above named IIna7Chadwiek and acknowledged the foregoing instrument to be her free act and deed,before me I.t� ........ ..... .. ... ................ Arnold W. Mycock------ notary iir— x&tu&YciK My commission expires May 3, o63 i Barnstable, ss., Received January 2, 1959, and is recorded. I, Harold E. Tingley, of Newton, Middlesex County, Massachusetts, Trustee under a Declaration of Trust dated Au�u t 16, 194 recorded with Barnstable County Registry of Deeds, boo k bG4, page36, bL*%UWffffA%fd, for consideration paid, grant to Ernest A. Whitman and Marjorie B. Whitman, husband and wife, as tenants by the entirety, both of Barnstable (Centerville), Barnstable County, Massachusetts, • df with quifrlaim rmrrnania the land in, with the buildings thereon, situate in said village of (Description and encumbmncm if any) Centerville, in the town land county of Barnstable and Commonwealth of Massachusetts, bounded as follows:- Northerly by land of George F. Weaver; Easterly and 1 Southerly by land of Moses F. Hallett as the fence stands; and 1027 Westerly 4, by the brook; containing one acrj, more or less. 7 Together with the-privilege of the road running across the homestead of widow Mary Childs to the public road, reserving to Prentiss Kelley and Moses F. Hallett all the right they have (if any) to crass the northerly part of the above described premises. . Theodore Kelley and his heirs to forever make and main- tain the fence adjoining Moses F. Hallett. Being the same premises cone ed to me by Blanche B. Kelley et ux, by deed dated September 10, 1949 and recorded with Barnstable County Registry of Deeds, book 729, page 99• a� W J W UUQ .0 ui - 0 'S w � - za o z UJ LU - z a v� rlds&cxxaa �xX xfrecmfrx� witnrra•my.......hand and seal this.............3�yr`............day of......_ etober 8 o �...........19....r'�. a..X ........................................... Longacre Trust — ......... r•By: 1 l ...... -Tx tee At ss. c�Fr��31,�S1:lIIttlltP9).� gf l�dussisrtlttaefts cc {o , /J O f Te N /A/IA-% October 3 I 1 9'S8 Then personally appeared the above named Harold E. Tingley, TrLStee, and acknowledged the foregoing instrument to be his fre t and ed,before me. ................�....... .. R --s - Notary Public— cm y �+ e �"� �f-'�E XCIC£a My commission exQuey.,,r.7 19 J"�a9 1.4 , —._ �. _! 1 Ny co:-:-.::�:::::r._::;:.'ma's 1c 1955 z . °' - =..._ ... .•....:..: ... ...... %—Tenants in Common—Tenants by the Entirety.) Barnstable, ss., Received January 2, 1959, and is recorded. We, Ernest A. Whitman and Marjorie B. Whitman, husband and wife, as tenants by the entirety, both of_ Barnstable (Centerville), Barnstable C7 -- — ---- -- --- ----County,Massachusetts being mmarried,for consideration paid,grant to the WALTHAM FEDERAL SAVINGS AND LOAN ASSOCIATION a United States corporation doing business in Waltham,Middlesex County,Massachusetts,with MORTGAGE COVENANTS to secure the payment of __—____--_---- __ - -_ Hinet Pine hundred and no/100ths ( 500.00)-------------- Dollars with interest from the date hereof as provided in__A_ of even date;the land IQ with the buildings thereon,situated in said village of Centerville, in the town and county of Barnstable and Commonwealth of Massachusetts, bounded as follows:- WITNESS our hands and seals this �Q®®day of July, 1943. 606 -145 a: G C� Pam_ . COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. , 1943. Then personally` appeared the above .named and, acknowledged the foregoing instrument to be i free act and deed, before me Notary.ublic My Commission expires; Haraste 3e:,.` es.a_ Received September 25, 1943, .and,:as reaorde3. - i THE:COMMONWEALTH OF MASSACUMM, C .) LAND COURT . ::a�Ii►"RT BAIL OF Case No. YAtiSfi Mist.IN EYVk . r•DTH ii. am { DECREE 1` Under the Provisions of the Soldiers' and Sailors'Civil Relief { Act of 1940,as Amended : This.cause came on to be heard and was argued by counsel;and thereupon,upon •consideration thereof,it is C ORDERED, AZ)NDGED and DECREED that the plaintiff . be and it-is hereby authorized and empowered to make an entry:and to sell the property covered . by the mortgage given by jams F. ba�ith T>1e B3rab'Rat.€ortst.. endc art ?as�t ►tea a s lioY178"�r 17th,1925, as0ojded 9aMitablo Cbueltg b j •.book 4�� �8@ 3.7$e .. ... i i. 1 606 as set forth in the bill filed in said case without the.intervention of a commissioner or special master in accordance with the powers.contained in said mortgage and with-. out any,further notice than that required by the terms of said mortgW: ; and the 146 statutes of said Commonwealth. By the Courk (. ) Attest: ieco�+der: Entered. . must.li0 i943 A TRUE COPY, I ATTEST . REOWER APPROVAL SEP 23 1943 The entry and sale, having been made as duly authorized by` the decree,:are- hereby approved. i i Judgr3:' j (THIS DECREE AND APPROVAL THEREOF,SHOULD BE.RECORDED OR FILED AND REGISTERED .' WITH THE FORECLOSURE DEED IN THE PROPER REGISTRY OF DEEbS� i Barnstable, ss., Received September 25, 1943, and is recorded. i We hereby certify that on the llth day of September, in the year one thousand nine hundred and forty-three, we were present and saw Thomas S. Crowell, President of First National Bank of Yarmouth, a banking corporation established under the laws of the United States of America, i and having a usual place of business at Yarmouthport, Massa- chusetts, present holder of a certain mortgage given by James F. Smith of Marshfield, Plymouth County, Massachusetts, to: it, dated November 17th, 1925, and recorded with Barnstable County Registry of Deeds in Book 414, Page 178, make an open, peaceable and unopposed entry on the premises described in said mortgage, for the purpose, by it declared of foreclosing said mortgage for breach of the conditions thereof. i f THE COL260Yv7EALTH OF MASSACHUSETTS Barnstable, ss. September ll , 1943 Then personally appeared the above-named Paul M. Swift - and Thomas H. Ni'okerson _7S Lfinalt all mtu �g thm frmut �(d.G.�I.1.�.a�a.CtCA.n. 0.A....�CU.e,,,+..�„us.�Q.�,..Ca.w„vR.4.�oe.?�-�— , • Q ,+.111 Uy ....... ...�'..1I..MT�'✓w�.✓� ... .... ........... ............. ✓..� ... . . .. ......................... ( Is halo u t+owlnJNa �Y 11ivn��+•anl.Iiu�Nui Hell u+IJ,o vny u+l1U e u cl + .......... ° .n/Vr�c�..�i��rv,.wcc�z�c�...✓V . aD ............ ............. . . .... .......... .1..R.1..9,�c•�}.�[............ �h r ............... .............. _... . ......... . .......... ....................._................................ ........................................... .............. ................. ._..... ................,.................... .......... . . ............ ........................................................ ........... .............. ..................................... ........................... .. ......... .....I............... i ..................................... .............................. ............ ............................ ........................._ . .. ..................... . ............ .......... .............................................. ................. ....... ... .......... . .................. . ............ ............. ........ . ............... _ ... _.. .. . .......... .................... ................ ................. ..................... .................... .............. .................... ............................... ........................................ ......... ............ I ............................... . ................ .................................................................... ...... . ...................... .............. ....... ............... ............. . .......... .......... ...........,..................................... ..................... .... ................................. ................ ......................... ........................... ........................ ... . ............ ............. ........ . ............. ... . ............ ............... ...................................... 1 ........................................................................................................ ....................... ............................... .............. ................ .............................. I j ............. .........., ,.,........_........ .........................._... .......... I ............ I i the nub to o b t� 1. gr.mea pre mine. With Li n al .a i,avuadar a.w appartnn Doo. d,arnto ham„ulna . r� ' `•' to 111a said ..G�/tM�✓W�..QIy ... II... ................�...�.�..�..�..�..... rna... ./yL f.nlFa a�a.eiu i'Ie,to tlwlr And._.....e:7..,........Ile r.by,fur..... .. ....... .........!Lad ..llni•,nxe.uwre,an.l,.A n,lnlatrnO,ra COVENANT with the grantee ..J...... .......... ILe/M and a"10n., 1a.l....�....QL11gl1e............................................ lawfully .nixed In fee simple Of the Uranlad prnmian.,that lhny.re free trot. Lai Inuul»Urn,tuna.......................... • ...........................................:............................................... ...........»..........•...........................................,.. .V. ,uvn UooA rl(Lht to anti unJ ,:uuveY the •umc ua ar.r...Id; uA that...... ..................will, nod ............... .hall-il,,nxanulnrs, and adl»Inlalr«h,ra shall, WARRANT AND DEGENP the same to the Uruutne u„J.,.LI..,�,.1 .............Lrel.e — u•a1J„r ru raver, afjalnat the lawful alal,— «ua Jn,nandn ur all pb,•noun................\...........................I.....................................................................................,.. )robibeD,uebetorleas, d,.t u........... ............. .....heir.,eYnauWrb, adn,h.....ntare, � rr-- a shall pay unto ill. Uraut.n or....11r.4t�........,esvevm— . urau , the ear» of Lvr i . ....... n�. d.,a cL...�,Q v�.c.f a................................................... .. .. Irl.....LIr.1"IL.............Ynary from thl. do,..will, Into root aeml.aununlly ul 11'.rain of,........ . ,L�/yt�1,. .....................I,ur ,Isar nntLu rn,wnA U»ill nuCll puy,»ant bl,,.11 I,uy all Wae•and...es.I onV,,to whuu,auc vnr Iui11••r axsne,od, ,,h., al uIt Li1n Uea.Wd pr Lill...,.r any in,....I lnereln,ur u.1%h.debt. ui od horaby; nII..11 k..p the 0 huildi""d ok,�y{a Id yrbu a. ivau red «Ile ,.t fir. lu a sum not lane than................ ....................�J.iM,....•V•, / ............................................dullal•. far the anaht of thn Urulltoo.........and ........✓lrt.A.,..........e�eAtars, a�.rl4erivererter�;..W noeld,ln. In nual, farm ...d at xuuh Inaurnno uM... u. Lila, bull ppruvu;,al�q, aCtrIa qLL I—,,,daya before ll,n expiration �(ally polloy un nnhl prnmirer,.hull deliver U, .. or'^G^M:e...A• a ILu../i a,ul nuffinient pollay to Lakn it,e pia Of the oil. bu oYplrinU; n d rltall not 00 Mlt Or Yufl'.,•u„Y strip Ur WNate of lit.grunted pt•o.,lnea,Or any hre.nh of ally COV011ant ha,•ai,l ao„Wi,,.di then this dead, .b a1..IVVVV not. of -IL I,tp hom Widl, .!..ad hy_ i 'who rebY...�...�... ............promlan W pay to III. 0 a»loo uI orclar, t11a •aid 1 ............................................................... .... . r 1.4-vpirl nu»L nlld Ylrbrlayer.y ee oLereal nl the Lima. r.—..Id,.I,nll bn yuld, Alul Upon 11111)I befilull ILL the pnrfurnian.o or ob.aev.,tae of wn furegohtg amtdwm,,dt. gr.ntee , or........ ............. t.t+rl,.I,I..III.IL,M, ee aeblgr,b, may SELL Lila prantad pi•en'Ile..,or aunit portion thiruur as may t•an.ain atibioct to thi,L;mort0age Ill aa.e of .n niul rele./a+o h/l/1� f, ragnUter With all hnprovomenln th.L „1.y 4e Lheroo.t, br public aumlOn In anhL.... p/{�yyd;.y,,. Gr..... .. .. firnL pahliehhig a nolle,of the tl and plus.of a e onus w.a1r wank for three auooae.iva wnek•in a I .e wrpuper publla bed In anld...._^na.. ._.............................................. ...u,.fi�yt p.bljaafiop nr .uall melontob.flolloe.Ulun lwenly•ona d.y.heforo thodi,y emote u nJ....y,:, theA��i,wrrrar�,y prOpur d.ud ur daudb, I. the puwf......r purohana r. uh.ulutely,anti 1»fun On,pin; and auto, ..I. .f'u11 fore vor94xr,... «Lid ul1 pnr.0»e ulallr.iltU u,uier.....(YI nQr...,._(1................1'ro„t .11 right and IntoronL in Ll,u Urwi.t may_, prombb., . whether aL law nr hl ay»hy. And O,U. Of lrwacY arl.inif from --I ..I. Ihn Urunten all �a-.I,.It U. n Lidlid w ,ntutn JU bums Mina .m, d by tit. dead, whnd,nr d,c.. .1 U,araurl able, .'ahloill l all sun . ahur a .Lid pl•Y l 0., xpe n.oa Inaurre.l ur su•[ui,ted 4y Ihon, by rnuuun uY «tly O.W. e ' duruall In the /wrrurmun.e or ob...va of eee.Old.: d itiun,ra»ua,•InU».a • •pi ur off a,yt,10 . ur.... ,.... helr•ur .align.; anJ....,.`f.T1...........hereby,1'o.•(yY hnira a I INI . ' uud sae ig lea,L'ovoa.dl with t o Ur.ubo a»d... µ........e ...eat.,nrbw,- � 1, „ .e.r ee at, Wit(�� .Ld' ,. that, of .a la -Mato be Illad. I,»dnr the foreil,inli po a 17, 111.Y will, u e.lueat,o outo, uuk„olW lodun, u,ui rjailve, W it,. pul•uh[.an, o• l I,u hn.a,a ra a J.aJ ur dnod, of roleu.a uu,lfir.nhil, .uoh aala• : and,t gr 1.. unA.. ........ab.lgnb ure herobY apl,alnled .1111 ,tollstituwlt the nLtO1.l.y or utlon,oya Il•L e'Suau b In of tl,n -id gramur lu a...ulx ...d U.Itvor to tilo saki purul.u.nr u full tranafor of.II Ln,llalaa of In.ur•n,:e all the buhdi,tga upon Lila land--A by this murigapo at the to or rush sale. i 811b 11 IS llQee{�4111etMt11' granlaa , or,......,iLr(ner e•an+Leerer ad...fw+e..e.e.er»ae4 l0"" Or ally Palo—Or 1,­­ In,tthto6u ball-if,may p.ruha.e «t any n Ia -,do a*aforeaald,n»d utut ,,, ,tl,nr purollan.r .hull he .n.werubl..rur the nI.plj.allod or Llle t .h..a money; and that, until dcfaulL ill Life performnnee iOP ub.nrvunae of the uunAltlOn or Lhie AeeJ,...., Ileire .Lid -it,- I»,.Y Laid and c j y lh. tiru»ton Ira i......1 r...IV.the ranir and proRtu U your, n for 11t cans Oration foreaal ................................y,. . ,.., ��' ,l_ n ..kAR�LM1iF!' A [ ... ..... .................................... , . ........................................................ ................ ....................................................................................... do hereby raleaae unto the Lbd g L.rantee and..... ... .. ................IleRrs"A, ana lU n•, a1i rly ..................... DOWER and KOMESTRAD in file grulltetl promlaes,e.d dMrivht bf a e all ,her riphtb^IMieva•l�ni.• 1 luillless ln�ruc f,........ ...... ......Li.a aai.........t ... ..................... ..................................... _........._._. Q......... ew...re r!.1..............�.././}.... hereunto eL...,�yy,IC Ln... .....h..d$and.o.l$Lnl......._..._n4.S. ..........�... ..l....�..._ .. Jay uP,: ...I»lha Ybar JI.n lltuu„a»d tli, hul.dred anal..�(y(I.VVas�•r Signed,healed.Lid del:•r..ed Ill y'•ena.'oe.1 IN JL. ...................... ��.7 ..:... ... (Gnnt11101A ITU4 Of �l�rssttc�xtse##a. ............... .4r 1!.L.K.r............_....................�..�y/,t�fD. JX-1/✓' a2..-564,._...._,g .�..5 Then Ie onblly appeared the .bova-pumad.......,,j l.a, .... -.... .... .n..,,,,,J„ ._...... . •Lid aCk,tuwledgod the rumgeing In•trum•nt t0 lie._......ILI.Y.idlw.flw wtri an(�d deed, pp(o,p Jtis`y-/ W c v VVVV..Lo d/I.Tyt I.N.. . �1./KIr M. ... aad.J6Y..0 !L o t q.A9. 1 ...... .... ..,l..11t7a•a.•t,L.. R.a,R Q Barnetabla,66' Rea'd, ^�,182 Jr and Racordod. I Dorothy Snyder Laurence Bears& r18955'E-s89.3o20E- s89.3o'2o-F> - -� .2995,"'49.SQ'•"4/.66 - ' /62.49 " Sydney Adams d Z6 11600 13s. m I -S 87.5rF Helen Ramsey NP _ O 4 27 0, o 9016 N m 10040 Oj o,• -SIr o 25 O N89•-30•E� f OO 15Q•.� / -50'S0"E'. 21.60'..36.50 104101\ , _ 28 1 15 �p��+i�° Qrno/d Lane j 0 9y 55 E ' g 10350 �\ o d 16 z 3 1 01 e y' m 10760 "o. 9 1053 n `ovsi 1 a 24 2 & sso \\�6�\ o to oho n 28 \ a r4�9a 2k !7 0 0 10220 4-6•q°, �� 8g,s o •o - 14800 s 10630 "N7s.12.25 w C. loa* N80. 30 . M �5l:M1° •y Q9p0� /y 11330 10 540 Z t4 00�`tr `ae°•2 �M �� 19 o I 14560 J��� 3 e ' 9 'Y�sOsoeQ 10020 s cjss s��r 9, •99 b�°0�. 31 10360 �. M1 a yb 13 q ya �e req 20 / 18060 12 sp3�9 Z.. 10800 a ptB3•`i''F \ate 32 sr �• z 14640 2 yb• 14240 f 5 p NP A o, 5oo a. 4a o lo2•,E, s I t;,n yb 21 65.00 6`.F 101 11260 sS ° /35.: t� S• 0t 11 1•\ y 2p g' S°S3>o S8l°35'F. 18 yn (\: s I p5 Q'0 g150 10620 w (Q moo 61• 23 F. 33- 99 n n Q 11130 v& r lOf6O o Y4 0' S is S6 D 22 B N6• �._ ? Maury J M ce Mosher her ' o,a p u� Qo po °oP o 1t490 620�p d' Sss•SeF> do10590 6 0 o E pa°"51` \$tip 34 • ! �,. r �e s b6 62p 4 / ' 190. e'•'P1 35-d8.. A•T6.,953 t�. 10$00 S88°s3'W s-uae•rl•dow 2. 5w WE•TI17 U>arsa I^?'.!_�^;�•S:'?r.F SUry EY, Maurlee J.Mosher w •I .•j02• d 88'1Td0E• .A F> API"0:�.:1P:?s PLAN C:i:RliY•rra:T IT b A9 3 nuaa• 35 AL!. APFI_IC BLE LAW AND rt::.:::....::::::o. m 10780 Q b Q . n 3 d 6Sa 6 a p s� T0%%;N o=::r,a:a `Y'._ :��,: N 11 100 A o' 2ol.t r DATED.:/-F-S}26y.L9u.8._-- Sal�s�.E,+ ha'' RE-SUBDIVISION OF L"OT$ \`Esfayre of Zen AT as fifer yeah HORSESHOE LANE ESTATES:' CIEwrr=RVILLE-cane coo- MASS. OAF lvsraste PROPERTY OF 13ECISTfi!of DEEDS , MAURICE J. MOSHER. !Csn.1958 t Scale,I inch.50 fee♦' - Oeoeraber 1357 a—ZQ PoLAI - Ev KELLOGG C,v.l.Engineer. RECORDED osTewvm�e. See plan Poled ai Ba'm Reg1sh-V in Beak 97 Fag&85 . A11date 6ascd on an Outline survey6y6eo.FCleine06-Aw.1926 AGREEMENT 912 Know all men by these presents that we, Dorothy Snyder of - Salem in the County of Essex, Maurice J. Mosher of Newton in the $ 7 County of Middlesex, and Marjorie P. Ramsey of Milton in the County of Norfolk, all in the Commonwealth of Massachusetts, owners of adjoining lands in Centerville, in the Town and County of Barnstable and said Commonwealth, desiring to clarify our. several rights of way in and over our said lands lying off and s to the South of South Main Street, so called, in consideration of the following mutual.releases and grants and the sum of one (1) dollar, paid by each to the others, join in the following agreement. 1: I, Maurice J. Mosher hereby release unto the said Dorothy Snyder and Marjorie P. Ramsey and their heirs and as- signs all my rights of way running from my land over, along and ;.. through their lands, including particularly that along the "Old Wood Road", so-called, shown as the more westerly of two "Exis- ting Roads" on' s "Plan of land in Centerville,. Barnstable, Mass. as surveyed for Marjorie P. Ramsey, Scale 1 inch- 40 feet November 2, 1947, Bearse and Kellogg, Civil Engineers, Centerville" filed in the Land Court with Petition No. 20976. The land of said Dorothy is shown on said plan as belonging to Mary E. Snyder under whose will (Middlesex Probate No. 301642) said Dorothy now holds as sole devisee. 2: I, Marjorie P. Ramsey hereby release unto the said F Dorothy Snyder and Maurice J. Mosher and their heirs and assigns all my rights of way running from my land over, along and through their lands including particularly that along the "Old Wood Road" as described in the preceding subparagraph and that along the Snyder-Mosher boundary shown on said plan as running Easterly from my land to the "old Garden Road", so-called, the here Easterly of (, said two "Existing Roads" and marked "12 foot WAY." 3: I, said Maurice J. Mosher hereby grant unto the said Marjorie P. Ramsey and her heirs and assigns, in lieu of the right of way released by her as aforesaid, a right of way over my land from her land to that of said Dorothy Snyder over a triangle the corners of which are located as follows; a. The Northeast corner of the land of said Marjorie which is also the Northwest c4ner of my land, at the Southern boundary of the land of said Dorothy. b: A point thirty (30) feet Easterly of said corner "a" lying on the Snyder-Mosher boundary, and c: A point twenty-five (6) feet Southerly of said corner "a" lying on the Ramsey-Mosher boundary. 4: I, said Dorothy Snyder, hereby grant unto the said Mar- jorie P. Ramsey and her heirs and assigns in lieu of the rights of way released by her as aforesaid, a twelve (12) foot right of way over my land to said "Old Garden Road" from the triangle des- cribed in the foregoing subparagraph, with the proviso that said way shall at no point be nearer the house shown on said plan than forty-five (45) feet. i 5: I, said Dorothy Snider, hereby grant unto the said Maurice J. Mosher and his heirs and assigns, in lieu of the rights of way released by him as aforesaid, a right of way in common with said Marjorie P. Ramsey and her heirs and assigns over the right of way granted to her in the foregoing subparagraph, restricted, however; to that part of his land on the hill lying East of said .Ramsey's land and to no ether. 6: Nothing heroin contained shall change anj of the rights of way of the parties hereto over and along said Old Garden Road" faow sometimes known as Horseshoe Lane or Chequaquet Drive) out to said South Main Street. r yr i r And I, Mildred F. Mosher, wife of the said Maurice J. Mosher ;9 1 2: ' hereby release to said Dorothy Snyder and Marjorie ?. Ramsey all rights of dower and homestead and other interests therein. 1 In witness whereof.we have hereunto set our hands and seals this rtP> L o'�S1 day of rbh 1955. THr: COYIMONWLALTH Or MA;SACHUSFTTS Barnstable as: May 17, 1955 Then personally appeared. the above named Maurice J. Mosher and acknowledged the foreg:dng instrument to be his free act and deed, before me GEORGB BLANEY, Notary My commission,expires � •? March 11, 1961 0 Barnstable, as,, Received June 27, 1955, and is recorded. I, Helen Baumgartner, widow, of Sandwich, Barnstable County, Massachusetts, being unmarried, for consideration paid,grant to Richard L. Currier and Catherine R. Currier, husband and wife, of Sandwich, Barnstable County, Massachusetts, as tenants by the entirety and not as joint Hof tenants with quffrjaft rnvt=fs the land in said Sandwich, Barnstable County, Massachusetts bounded and described as follows: (Description end encumbrances,if any) ' Beginning at the Southwesterly corner of the granted premises at a pipe on Cross Street and land of Justin George; thence running Southeasterly by said Cross Street sixty-five (65) feet, more or less, to land of Elizabeth Clark; thence running Northeasterly one hundred five (105) feet, more or less, to land now or formerly of heirs of Michael Coffey; thence running Northwesterly slaty (60) feet, more or less, to the land of said Justin George; thence running Southwesterly one hundred thirteen (113) feet, more or less, to the first mentioned bound and point of beginning. Being the same premises conveyed to Martin Baumgartner by Nettie E. Tirrell LP by deed dated July 25, 1907, duly registered with Barnstable County Deeds, Book 282, Page 565. N i 77 t � 1 i Convert Feet (ft) To Rods Page 1 of 2 Home Charts Calculators Contact Us Links Feet(ft)To Rods Conversion How many rods in a foot Conversions Acceleration You may use this length conversion table if you are Area converting from foot(ft)to rod for the values listed Base Numbers in the table below. Calorie Foot is an imperial length unit,rod is a unit of Carbon Emission measure used mostly in surveying. Rod, perch and Circular/Angle pole are the same length unit. Clothing/Shoe Size Computer storage 1 Foot=0.0606060606 Rods Cooking Currency 1 Rod = 16.5 Feet Data Transfer Date/Time To convert any other value, please go to Length Density Conversion Electrical Energy/Work Feet to Rods Chart FlowRate Force Foot Rod Foot Rod Foot Rod Foot Rod Frequency Fuel Economy 1 0.060606061 26 1,575757576 51 3.090909091 76 4.606060606 Heat 2 0.121212121 27 1.636363636 52 3.151515151 77 4.666666666 Length/Distance 3 0.181818182 28 1,696969697 53 3.212121212 78 4,727272727 Light Magnetic 4 0.242424242 29 1.757575757 54 1 3.272727272 79 4.787878787 Power 5 0.303030303 30 1.818181818 55 3.333333333 80 4.848484848 Pressure 6 0.363636364 31 1.878787879 56 3.393939394 81 4.909090909 Radiation 7 0.424242424 32 1,939393939 57 3,454545454 82 4.969696969 Sound Speed 8 0.484848485 33 2 58 3,515151515 83 5.03030303 Temperature 9 0.545454545 34 2,06060606 59 3,575757575 84 5.09090909 Torque 10 0.606060606 35 2,121212.121 60 3.636363636 85 5.151515151 Viscosity Volume 11 0.666666667 36 2.181818182 61 3,696969697 86 5.212121212 Weight/Mass 12 0.727272727 37 2.242424242 62 3,757575757 87 5.272727272 .................................-....................._..._....................................._............................_.,_.........- .._....._..._....._................_..__..._....__....._............................................................................................................. 13 0.787878788 38 2.303030303 63 3,818181818 88 5.333333333 14 0.848484848 39 2.363636363 64 3.878787878 89 5.393939393 15 0.909090909 40 2.424242424 65 3.939393939 90 5.454545454 16 0.96969697 1 41 2.484848485 66 4 100 6.06060606 17 1.03030303 42 2.545454545 67 4.06060606 125 7.575757575 18 1.090909091 43 2.606060606 68 4,121212121 150 9.09090909 19 1.151515151 44 2,666666666 69 4.181818181 175 10.60606061 20 1.212121212 45 2.727272727 70 4,242424242 200 12.12121212 21 1.272727273 46 2.787878788 71 4.303030303 250 15.15151515 22 1.333333333 47 2.848484848 72 4,363636363 300 18,18181818 23 1.393939394 48 2.909090909 73 4.424242424 500 30.3030303 24 1.454545454 49 2.969696969 74 4.484848484 750 45.45454545 25 1.515151515 50 3,03030303 75 4.545454545 1000 60,6060606 http://www.asknumbers.com/FeetToRodsConversion.aspx 4/2/2010 Convert Feet (ft) To Rods Page 2 of 2 ?.OU' -�sknwr;6er,.corn.iJl rights resent ed.Contact Us Privacv and Terms I http://www.asknumbers.com/FeetToRodsConversion.aspx 4/2/2010 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 JANE SWIFT Governor BOB DURAND Secretary LAUREN A.LISS Commissioner GUIDELINES FOR DESIGN AND INSTALLATION OF IMPERVIOUS BARRIERS AND SLOPE STABILIZATION FOR TITLE 5 SYSTEMS Effective date: March 1, 2002 Policy/SOP/Guideline#: BRP/DWM/WPeP/G02-1 Proj awn Applicability. BRP, Watershed Permitting, Title 5 Approved by [signed] Regulation Reference: 310 CMR 15.211(1)4. Cynthia Giles, 310 CMR 15.255 Assistant Commissioner,BRP Supersedes Policv/SOP/Guideline: NONE PURPOSE: These guidelines supplement Title 5, 310 CMR 15.255, which addresses systems constructed in fill. Specifically, this guidance contains design and installation criteria for impervious barriers, and slope stabilization when either is required by 310 CMR 15.255 in conjunction with a system constructed in fill. Additionally, this guidance supplements 310 CMR 15.211(l)[4], which requires slope stabilization for certain soil absorption systems adjacent to naturally occurring downhill slopes. APPLICABILITY: This document is a guide for Massachusetts Registered Professional Engineers (PE) and Massachusetts Registered Sanitarian (RS) who design Title 5 systems using impervious barriers, and for PE's that design impervious barriers using retaining walls, or structural barriers such as concrete retaining walls, and for boards of health and DEP staff who review applications for Title 5 systems and who observe and inspect the installation of Title 5 systems. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep Z�� Printed on Recycled Paper i Guidelines for the Design and Installation of Impervious Barriers INTRODUCTION: Title 5, 310 CMR 15.255, addresses the construction of systems in fill. An impervious barrier is required for systems constructed in fill when the designer can not provide the minimum 15 foot horizontal distance between the edge of the top of the two inch layer of washed stone (peastone) cover over the soil absorption system, and the top of the sideslope. For a system constructed in fill, 310 CMR 15.255 requires slope stabilization, such as a concrete retaining wall, when the sideslopes to a soil absorption system are steeper than 3:1 (horizontal: vertical). Section 310 CMR 15.211(1)[4] requires slope stabilization when systems are located in an area adjacent to a naturally occurring downhill slope steeper than 3:1. When a naturally occurring downhill slope adjacent to a system is steeper than 3:1, Title 5 requires stabilization in accordance with accepted engineering practice which may include installation of a concrete retaining wall designed in accordance with 310 CMR 15.255(2)(a)through(f), TEXT: Impervious Barriers: Pursuant to 310 CMR 15.255(2), an impervious barrier is required for a system constructed in fill when the designer can not provide a minimum distance of 15 feet between the edge of soil absorption system and the top of the side slope. Impervious barriers must also be incorporated into the design when a minimum 15-foot horizontal distance cannot be provided between the edge of the soil absorption system and an adjacent naturally occurring downhill slope. (see Figure 1) Less than 15' Finished Grade Top Elevation of SAS O O O Soil Absorption System Impervious Barrier m 3:1 slope > Fill or Naturally Occurring Pervious Material 1'minimum Naturally Occurring 10'minimum. PefVious Material 6"minimum' imper�lot�s er ' 2 Figure 1: Impervious Barrier Page 2 of 5 Guidelines for the Design and Installation of Impervious Barriers Swales or grading shall be incorporated into the design to prevent ponding by directing storm water away from the system. The grading shall be designed so that the stormwater is not diverted onto abutting properties in accordance with 310 CMR 15.255 (2). Any impervious barrier may be designed by a Massachusetts Registered Professional Engineer. When the system has a design flow of less than 2,000 gallons per day, a Massachusetts Registered Sanitarian can design impervious barriers that do not include a retaining wall that provides any structural support for the slope. Impervious barriers shall have the following design characteristics: 1. A top elevation that is at least as high as the top of the two-inch layer of peastone covering the pipes in the soil absorption system, or at least as high as the top of the chambers when leaching chambers are used. 2. The bottom of the impervious barrier shall extend to a minimum depth of at least one foot below the existing natural ground elevation. 3. There shall be at least a 10-foot horizontal distance between the bottom of the impervious barrier and the edge of the adjacent finished side slope. 4. In remedial situations where there is less than four feet of vertical distance between the bottom of the soil absorption system and ledge or other impervious strata, (consistent with the requirements for the granting of a variance specified in 310 CMR 15.415), the bottom of the impervious barrier should be at least six inches above the impervious strata to avoid impounding the treated effluent. Clay barriers shall be: 1. constructed of compacted clay(conforming to NRCS classifications for clay,with a hydraulic conductivity no higher than 10.7 cm/sec); 2. at least two feet in width; and 3. covered with at least six inches of cover material(soil) and stabilized (e.g., vegetated)to prevent erosion of clay due to weather conditions. Plastic membrane barriers shall be: 1. of sufficient tensile strength to withstand perforation, including cracking, tearing and breaking; 2. at least 40 mils in thickness, and have significant durability and resistance to the temperature and moisture conditions expected in the subsurface environment; and 3. installed without holes or gaps and so that perforations do not develop after installation. Additionally, as specified in 310 CMR 15.255(2): Materials for impervious barriers shall: 1. have no weep holes; 2. have a waterproof surface on at least the upgradient side, consisting of a durable waterproof lining or applied waterproof coating; 3. be anchored or reinforced as necessary to maintain structural integrity; and 4. not allow seepage or deteriorate over time. Page 3 of 5 Guidelines for the Design and Installation of Impervious Barriers Impervious Barrier with Retaining Wall: An impervious barrier, as an integral part of a retaining wall, is required when both the horizontal distance between the edges of the two inch layer of washed peastone and the adjacent side slope can not be met and the side slope is steeper than 3:1 (310 CMR 15. 255(2)) . The criteria listed in this guidance for impervious barriers shall also apply to impervious barriers using retaining walls. The following conditions also apply to retaining walls used only for structural purposes: 1. Materials used shall be structurally sound, non-degradable and waterproof. S The structure shall have no weep holes when used as an impervious barrier. `�r 2. It shall be designed by a Massachusetts Registered Professional 51AI Engineer, consistent with the provisions in 310 CMR 15.255(2)(a).4r� \�i 3. The horizontal distance from the edge of the SAS to the retaining wall shall S ` be measured from the SAS to the closest edge of the footing if a footing is used. c� 4. In accordance with 310 CMR 15.255(2)(c), a Massachusetts Registered 1 Professional Engineer shall design and inspect the installation and construction of the impervious barrier using a retaining wall or a retaining wall, and shall certify, in writing, that the structure has been constructed F according to the approved design. The written certification shall be submitted to the approving authority prior to the issuance of the Certificate of Compliance. 15'minimum* Finished Grade Top Elevation of SAS O O O Slope w/out Soil Absorption System retaining wall Fill (steeper than 3:1) Naturally Occurring Pervious Material . . . . . . . . . . . . Finished: Grade Footing •;•; *impervious barrier necessary if less than 15' Figure 2: Typical Retaining Wall without Impervious Barrier Page 4 of 5 Guidelines for the Design and Installation of Impervious Barriers Construction Construction of any impervious barrier, impervious barrier and retaining wall, or retaining wall alone, shall follow accepted engineering practice. They shall not be constructed during weather conditions that may prevent the proper installation of the structure. Extreme temperatures may affect newly poured concrete, for example, and may cause a membrane liner material to become overly inflexible, brittle or weak. Wet conditions may prevent the application of waterproof coatings or the ability to properly compact clays. Structures shall not be backfilled without inspection by the designer and the approving authority. The owner shall not modify the impervious barrier, or retaining structures without approval of the designer and without receiving appropriate approvals from the Board of Health or DEP (when DEP approval is required). Engineers, Registered Sanitarians and system installers should review and be fully aware of state and local building codes that contain requirements applicable to retaining walls and other structures used for slope stabilization. In accordance with 310 CMR 15.255(2)(c), an as-built plan shall be prepared and the designer shall certify that the impervious barrier, and/or retaining structure has been constructed in accordance with the approved plan. These plans must be submitted to the approving authority. imp.barr.doc Page 5 of 5 r Stanton, David From: Schlegel, Frank Sent: Tuesday, April 06, 2010 3:56 PM To: Stanton, David Subject: RE: GIS maps, lot line incorrect Hi Dave, Not a major problem here. I just want you to know that even though there may be a new plan at the registry or land court, it doesn't always represent what the owner owns. A recorded plan does not constitute title, even in land court.People submit new plans to the registry and land court all the time, the deeds are what transfers the land, not the plan. The plan is only a supporting description. If the maps are different(notice I didn't say wrong!), then the Assessor's Office & myself need to evaluate the discrepancy to determine if#1)the change is valid and#2) If it is valid, then schedule the change into town records. Applicants will submit information different from town records from time to time and it needs to be determined by the departments that review this information to determine if the change is legal and valid. These departments are the ones that developed your base parcel information in the first place. They are the same ones to determine if there is a discrepancy. You are only committed to town records. If something different is submitted, let the correct officials make that determination for you. I know it seems easy, but if you get caught permitting something that looks good but isn't legal, that could cause you a world of headaches. Just like I wouldn't even think of telling someone where on their property they could be permitted to install their septic system, I would send them to you. I hope you understand there are others to help you with this just like I do with you and addresses. You did the right thing to let me know about this. I am always glad to help your office with this stuff. I will get the copies from the Land Court and review it and "IF"the maps are incorrect and need updating, I will bring it to the attention of the Assessor's Office. In fact, I can't even make that final determination; the Assessor's does that by title, not plan. I'll let you know how this turns out. Thanx Again, Frank -----Original Message----- From: Stanton, David Sent: Monday, April 05, 2010 4:21 PM To: Schlegel, Frank Subject: RE: GIS maps, lot line incorrect Hi Frank, Sorry, I guess my e-mail was a little unclear. They are not splitting the lot or creating a new parcel. It is only that the property line has been clarified in land court and so the registry and the Town of Barnstable are showing two different property line locations. The only reason I researched the info through the registry was incase the Town was correct with the property line and the PLS that stamped the plans was incorrect. The surveyor and engineer are proposing to install a septic system very close to a property line. The abutting property owner will also have a chance to review the plan and make any statements during the public hearing and may also hire their own surveyor to contest the property line (highly unlikely as they are shown with less land by the Town, and more with the surveyors plan submitted for the septic system.) My research into the property appears to back the information of the PLS in that the lot line has been clarified in land court. I'm just trying to keep the Town records as up to date and correct as possible where there are some discrepancies. If you would like, I can drop of the plans to you or the assessors office incase someone wants to review them and either update the Town records, or to let the surveyor know that their plans are not correct. I hope this helps. Thanks again, Dave 1 -- Original Message----- From: Schlegel, Frank Sent: Monday,April 05,2010 10:28 AM To: Stanton, David Subject: RE: GIs maps,lot line incorrect Hi David, Please be very careful investigating properties at the registry of deeds for the public. It is the responsibility of the Assessor's Department. If property is to be split, it must go through their office for a new parcel assignment and then to me for a new address. If you do it, it may never develop into a separate parcel. I will review your notice with the Assessor's Department to determine if this is the correct plan of record and "IF" this property is to be split. Be very careful tryiong to help the public on your own. This is how the records get fould up! Thanx, Frank -----Original Message----- From: Stanton, David Sent: Friday, April 02, 2010 3:20 PM To: Schlegel, Frank Subject: GIS maps, lot line incorrect Good afternoon Frank, don't know if it is of interest to you, so I just wanted to give you and FYI... I am reviewing a septic plan for 329 South Main Street, Centerville (M-P 207-082) The surveyors plot plan submitted did not match up with the Towns GIS map in the parcel lookup database. After searching through the registry of deeds, I found the land court plan that changed it. The lot line between 329 South Main Street and 62 Weaver(M-P 207-083) has changed. The reference land court plan in the Barnstable county Registry of Deeds is plan 20976 A. The lot line change is on the East side, Northern section of the lot line of 329 South Main street. Basically making the lot of 329 South Main Smaller, and 62 Weaver larger. Thanks, Dave 2 i �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 UV,SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner GUIDELINES FOR DESIGN AND INSTALLATION OF IMPERVIOUS BARRIERS AND SLOPE STABILIZATION FOR TITLE 5 SYSTEMS Effective date: March 1, 2002 Policy/SOP/Guideline#: BRP/DWM/WPeP/G02-1 Program Applicability BRP,Watershed Permitting, Title 5 Approved by: [signed] Regulation Reference: 310 CMR 15.211(1)4. Cynthia Giles, 310 CMR 15.255 Assistant Commissioner,BRP Supersedes Policy/SOP/Guideline: NONE PURPOSE: These guidelines supplement Title 5, 310 CMR 15.255, which addresses systems constructed in fill. Specifically, this guidance contains design and installation criteria for impervious barriers, and slope stabilization when either is required by 310 CMR 15.255 in conjunction with a system constructed in fill. Additionally, this guidance supplements 310 CMR 15.211(1)[4], which requires slope stabilization for certain soil absorption systems adjacent to naturally occurring downhill slopes. APPLICABILITY: This document is a guide for Massachusetts Registered Professional Engineers (PE) and Massachusetts Registered Sanitarians (RS) who design Title 5 systems using impervious barriers, and for PE's that design impervious barriers using retaining walls, or structural barriers such as concrete retaining walls, and for boards of health and DEP staff who review applications for Title 5 systems and who observe and inspect the installation of Title 5 systems. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep AD Printed on Recycled Paper Guidelines for the Design and Installation of Impervious Barriers INTRODUCTION: Title 5, 310 CMR 15.255, addresses the construction of systems in fill. An impervious barrier is required for systems constructed in fill when the designer can not provide the minimum 15 foot horizontal distance between the edge of the top of the two inch layer of washed stone (peastone) cover over the soil absorption system, and the top of the sideslope. For a system constructed in fill, 310 CMR 15.255 requires slope stabilization, such as a concrete retaining wall, when the sideslopes to a soil absorption system are steeper than 3:1 (horizontal: vertical). Section 310 CMR 15.211(1)[4] requires slope stabilization when systems are located in an area adjacent to a naturally occurring downhill slope steeper than 3:1. When a naturally occurring downhill slope adjacent to a system is steeper than 3:1, Title 5 requires stabilization in accordance with accepted engineering practice which may include installation of a concrete retaining wall designed in accordance with 310 CMR 15.255(2)(a)through(f), TEXT: Impervious Barriers: Pursuant to 310 CMR 15.255(2), an impervious barrier is required for a system constructed in fill when the designer can not provide a minimum distance of 15 feet between the edge of soil absorption system and the top of the side slope. Impervious barriers must also be incorporated into the design when a minimum 15-foot horizontal distance cannot be provided between the edge of the soil absorption system and an adjacent naturally occurring downhill slope. (see Figure 1) Less than 15' Finished Grade Top Elevation of SAS O O O Soil Absorption System Impervious Barrier Cn N 3:1 slope > Fill or Naturally Occurring Pervious Material 1'minimum::: Naturally Occurring 1 Q minimum Pervious Material 6"'minimum Figure 1: Impervious Barrier Page 2 of 5 i Guidelines for the Design and Installation of Impervious Barriers Swales or grading shall be incorporated into the design to prevent ponding by directing storm water away from the system. The grading shall be designed so that the stormwater is not diverted onto abutting properties in accordance with 310 CMR 15.255 (2). Any impervious barrier may be designed by a Massachusetts Registered Professional Engineer. When the system has a design flow of less than 2,000 gallons per day, a Massachusetts Registered Sanitarian can design impervious barriers that do not include a retaining wall that provides any structural support for the slope. Impervious barriers shall have the following design characteristics: 1. A top elevation that is at least as high as the top of the two-inch layer of peastone covering the pipes in the soil absorption system, or at least as high as the top of the chambers when leaching chambers are used. 2. The bottom of the impervious barrier shall extend to a minimum depth of at least one foot below the existing natural ground elevation. 3. There shall be at least a 10-foot horizontal distance between the bottom of the impervious barrier and the edge of the adjacent finished side slope. 4. In remedial situations where there is less than four feet of vertical distance between the bottom of the soil absorption system and ledge or other impervious strata, (consistent with the requirements for the granting of a variance specified in 310 CMR 15.415), the bottom of the impervious barrier should be at least six inches above the impervious strata to avoid impounding the treated effluent. Clay barriers shall be: 1. constructed of compacted clay(conforming to NRCS classifications for clay,with a hydraulic conductivity no higher than 10-7 cm/sec); 2. at least two feet in width; and 3. covered with at least six inches of cover material(soil) and stabilized (e.g., vegetated)to prevent erosion of clay due to weather conditions. Plastic membrane barriers shall be: 1. of sufficient tensile strength to withstand perforation, including cracking, tearing and breaking; 2. at least 40 mils in thickness, and have significant durability and resistance to the temperature and moisture conditions expected in the subsurface environment; and 3. installed without holes or gaps and so that perforations do not develop after installation. Additionally, as specified in 310 CMR 15.255(2): Materials for impervious barriers shall: 1. have no weep holes; 2. have a waterproof surface on at least the upgradient side,consisting of a durable waterproof lining or applied waterproof coating; 3. be anchored or reinforced as necessary to maintain structural integrity; and 4. not allow seepage or deteriorate over time. Page 3 of 5 ` " Guidelines for the Design and Installation of Impervious Barriers Impervious Barrier with Retaining Wall: An impervious barrier, as an integral part of a retaining wall, is required when both the horizontal distance between the edges of the two inch layer of washed peastone and the adjacent side slope can not be met and the side slope is steeper than 3:1 (310 CMR 15. 255(2)) . The criteria listed in this guidance for impervious barriers shall also apply to impervious barriers using retaining walls. The following conditions also apply to retaining walls used only for structural purposes: 1. Materials used shall be structurally sound, non-degradable and waterproof. The structure shall have no weep holes when used as an impervious barrier. 2. It shall be designed by a Massachusetts Registered Professional Engineer, consistent with the provisions in 310 CMR 15.255(2)(a). 3. The horizontal.distance from the edge of the SAS to the retaining wall shall be measured from the SAS to the closest edge of the footing if a footing is used. 4. In accordance with 310 CMR 15.255(2)(c), a Massachusetts Registered Professional Engineer shall design and inspect the installation and construction of the impervious barrier using a retaining wall or a retaining wall, and shall certify, in writing, that the structure has been constructed according to the approved design. The written certification shall be submitted to the approving authority prior to the issuance of the Certificate of Compliance. 15'minimum* Finished Grade ................:........................................................................................................................... Top Elevation of SAS O O O Slope w/out Soil Absorption System retaining wall Fill (steeper than 3:1) NaturallyOccurring 9 : ./. . . . . Pervious Material �: . . . . . : . . . . . . . . . . . : . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fini . . . . . . . . shed.. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Grade *impervious barrier necessary if less than 15' Figure 2: Typical Retaining Wall without Impervious Barrier Page 4 of 5 Guidelines for the Design and Installation of Impervious Barriers Construction Construction of any impervious barrier, impervious barrier and retaining wall, or retaining wall alone, shall follow accepted engineering practice. They shall not be constructed during weather conditions that may prevent the proper installation of the structure. Extreme temperatures may affect newly poured concrete, for example, and may cause a membrane liner material to become overly inflexible, brittle or weak. Wet conditions may prevent the application of waterproof coatings or the ability to properly compact clays. Structures shall not be backfilled without inspection by the designer and the approving authority. The owner shall not modify the impervious barrier, or retaining structures without approval of the designer and without receiving appropriate approvals from the Board of Health or DEP (when DEP approval is required). Engineers, Registered Sanitarians and system installers should review and be fully aware of state and local building codes that contain requirements applicable to retaining walls and other structures used for slope stabilization. In accordance with 310 CMR 15.255(2)(c), an as-built plan shall be prepared and the designer shall certify that the impervious barrier, and/or retaining structure has been constructed in accordance with the approved plan. These plans must be submitted to the approving authority. imp.barr.doc Page 5 of 5 Stanton, David From: McKean, Thomas Sent: Monday, May 24, 2010 4:05 PM To: Stanton, David; Desmarais, Donald; Miorandi, Donna Subject: Fw: Land Plans ---- Original Message ----- From: Burgmann, Bob To: McKean, Thomas Cc: Golden, Robert Sent: Mon May 24 10:48:51 2010 Subject-. Land Plans Hi Tom, Plans issued by the Land Court are the controlling plan when it comes to defining the meets and bounds of a piece of property (note that the plan never gives the area of the parcel) . The size, shape and location of a piece of property that is shown on the Assessors Maps is only an approximation of the property that is drawn so that the Assessors Office can identify and tax a piece of property. The Land Court plans have been created by an extensive deed research and surveying process and have been reviewed and ruled on by the Court. After that ruling has taken place the parcel of land cannot be changed without going back through the court process. Any time that you can choose between a Land Court plan and the representation on the Assessors Maps, choose the Land Court plan. Bob Robert A. Burgmann, P. E. Town Engineer 230 South Street Hyannis, MA 02601 508-862-4070 508-862-4711 fax 1 4" Cap F 14.3 14.0 2.0' 13.3 EL 20.3 g0 17.514 --- Block o EL 14 3 FC 14'S Top O.03 Top Re Wall To p3.5 3,.3 ( � 1—r1. Bot 92.70 w.� Bot 12.20 TOP F.G. 10.0 ti e Bottom Trench F G, 10.0 Tren ch 8" Peastone <::: 19.3 34" 68" 34" Base 8.7 EL 9.3 Bot Re Wa11 (16" x 34" x 75" H2O) ADS 1600 Units 12" . Bottom Ike t a Ining Wall Cross See t.z on Vie w (N. T.S.) N. T.S Note: Retaining Wall to be constructed with the 8" Standard Rockface (H-100) Keystone Units The units must be battered at their standard 4.40 mall layout. All construction must be in accordance with Keystone's standard construction specifications. ;x A' E:A. Wall Detail Plan MAR f M �a_ -1 in Barnstable, MA Prepared For PREPARED BY °rs�cisrE �\_ Ernest A & Marjorie B. Whitman A & M Land Services Located At 618 Main Street Unit 3 -� West Yarmouth, MA 0,2673 329 South Main Street Ph. (508) 737-1777 or anmland®comcast.net Centerville, MA, 02632 DATE.• May 17, 2010 4" Cap p —_FG id 14.3 14.0 t3.3 EL 20.3 t � FG f7.5 ri'� 5 Blocks o t6 EL 14 3 FG 14 Top 14.03 Top Re t Wall TO 3.53 0 Bot 12.70 ro Bot 12.20 Top F.G. 10.0 .�.�'� e a Bo t tom Trench O a 3 F.G. 10,0 Trench 8" Peastone 34" 68" 34" Base B•q EL 9.3 �--� Bot Re Wall (16" x 34" x 75" H20) ADS 1600 Units 12" Bottom Re t a Ining Wa 11 Cross Se c lion Vie W (N. T.S.) N. T.S. Note: Retaining Wall to, be constructed with tLe 8" Standard Rockface (H-100) Keystone Units. The units must be battered at their standard 4.40 wall lay."ut. All construction must be in accordance with Keystone's standard co.r,struction specifications. :4 r. Wall Detail Plan A. In Barnstable, MA nn Prepared For PREPARED BY 4 . / Ernest A & Marjorie B. Whitman A & M Land Services 618 Main Street Unit 3 _ r Located At West Yarmouth, MA 00073 '! -? 329 South Main Street Ph. (508) 737-1777 or anmland®comcast.net Centerville, MA .02632 DATE.' May 17, 2010 i 4" cap �� o 14.3 �- 14.0 � I 3'3.3 � 20 EL .3 31 FG 17.5 Block q d FO 14'S Top i4.03 y t6 EL 14.3 Top Re Wall Top 13.53 `v / \ Bot 12.70 .� Bot 12.20 TOP F.G. 10.0o Q Bottom Trench 9.3 F.G. 10.0 Trench 8" Peastone :i:s 34" 68" 34" Base 8.7 E� 9.3 —� Bot Re Wall (16" x 34" x 75" H20) ADS 1600 Units 12" Bottom Retaining Wall Cross Sec tion Vie W (N. T.S.) N. T.S. l Note.' Retaining Wall to be constructed with the 8" Standard Rockface (H-100) Keystone Units The units must be battered at their standard 4.40 wall layout. All construction must be in accordance with Keystone's standard construction specifications. Wall Detail Plan in Barnstable, MA Prepared For PREPARED BY `;�'� Ernest A & Marjorie B. Whitman A & M Land Servlces Located At 618 Main Street Unit 3 West Yarmouth, MA 02673 5�►'c f' � 32<9 South Main Street Ph. (508) 737-1777 or.anmland®comcast.net Centerville, MA 02632 DATE.• May 17 2010 May 11,2010 9 M c'Kt N`Z'F EMr. Mike Aucoin ENGINEERING A&M Land Services CONSULTANTS 618 Main Street Unit 3 s[mcm[al•civil•environmental W. Yarmouth,MA 02673 RE: Retaining Wall Requirements for Septic Repair, 329 South Main St. Centerville Dear Mr.Aucoin, McKenzie Engineering Consultants,Inc was retained to complete a review and analysis for the proposed segmented block retaining wall system for the proposed septic system upgrade at the Whitman property located at 329 South Main Street in Centerville. The proposed system to be used is the Keystone.Keywall system. We completed r analysis and design for the retaining wall based on the site plan and section provided by A&M Land Services dated April 27,2010. Based on this analysis,the following options are available for construction of the retaining wall: Option 1: Use the Standard Units from Keystone. This unit will allow use of the weight of the unit only to retain the earth behind the wall. In this configuration,the units must be battered at their standard 4.40 wall layout. All construction of the wall must be completed in accordance with Keystone's standard construction specifications. Option 2: Use the Compac Units from Keystone with 4 foot wide sections of Strata- Grid SG-200 or equal reinforcing fabric tied into the wall after the first and fourth courses of block. No wall batter is required for this option,however the minimum requirement of 4 feet in width of the fabric would require moving the lower wall 12"- 18"further away from the leaching system to avoid interference. All construction of the wall and reinforcement must be completed in accordance with Keystone's standard [ f construction specifications. EIf there are any questions on this matter,feel free to gi o all. S. Sincerel Jam MARK A. o MchENZIE Cn "s 8 M A.M �e Vie, P.E. Pres.,McKe ie[ e g Consultants,Inc. NAL 1279 Millstone Road Brewster,MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com 3� aq�^ 3�r McKean, Thomas From: McKean, Thomas Sent: Tuesday, May 11, 2010 2:07 PM To: Stanton, David; Desmarais, Donald; McKenzie, Marybeth; Miorandi, Donna; O'Connell, Timothy; Parziale, Jim Subject: FW: Property Line/Lot Configuration Records Per Jeff Rudziak/Town Assessor: The Town Assessors property lines records are not legal maps. These records are for taxation reference purposes only- in order to get a rough identification of the parcel being taxed. Differences in lot line locations and/or lot configurations would become matters for the abutters to resolve among themselves. r 1 A & M Land Services Surveying and Title V Septic Services 618 Route 28 Suite 3 _ West Yarmouth,MA 02673 508.737.1777 * email: anmland@comcast.net TRANSMITTAL April 27, 2010 Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 RE: 329 South Main Street, Centerville, MA 02632 (Assessor's Map 207, Parcel 082) Dear Mr. McKean, Please find the revised Site and Septic Plan for the above mentioned property with the required revisions pertaining to your recent letter dated April 7, 2010. The seven page checklist with additional required plans and documents is also included. If you have any questions,please call me at anytime. Sincerely, --� Michael Aucoin Project Manager A & M Land Services 618 Route 28 Suite 3 - West Yarmouth, MA 02673 508.737.1777 or anmland@comcast.net April 27, 2010 Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 RE: 329 South Main Street Centerville, MA Dear Mr. McKean, This letter is pertaining to the easterly property line for 329 South Main Street in the village of Centerville. Recently, an application for variances was submitted to the Board of Health and upon review by the Assessors as well as your officer said property line was in questioned as depicted on Site/Septic Plan. We have reviewed our survey as well as existing plans of record and would like to share them with your office. Defranco, the easterly abutter has a deed reference Certificate 187156 with a reference plan of L.C. Plan 20976A. Also along the easterly property line is George with a deed reference of Book 5795 Pg. 318 shown in Plan Book 140 Page 33. These two plan share a common property line with a difference of length of 5.4' feet. We have found monuments in the field to confirm our belief in the depiction of the property line. I've attached the plans and deeds of record for your review. If you have any questions and would like to discuss this further feel free to call me at anytime. Sincerely, Michael Aucoin Project Manager cc: Ernest Whitman Robert D. Golden, P.L.S. Town Surveyor Jeffrey Rudziak, Director of Assessors Frank Donovan Paul Crossen Town of Barnstable Geographic Information System May 11,2010 207061 #38 207085002 �y� #28 9L 207106 F,Q 041 :T20706485 207151 207060 �y.Q #319 207084 ❑ #214 #38 207088 J C #230 0 207055001 #695 207080 r #227 207136 207068 t yO� #220 207066002 #337 207083 #6� #360 O� f 207088 Z 2D7134 d #217 #210 207059 ❑ #360 207133 A2D70i�g.8 207082 0 #200 j I #328 . 1 207119 ❑ #77 #207 66 > C 207118 207137 #46 #357 �� 207120 s'�, #34 �l�`,Q 207121 207070 207116 `#193 #369 #59 207122 #183 207115 207081 #47 #1312 O2#39 207071 207072002 207075 # 207113 #1324 207072D01 #1314 011276 #25 0 Fee 411310 207076 207112 #40 #17 DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:207 Parcel:082 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1°=100'may not most established map accuracy standards. The parcel lines on this map Owner:WHITMAN,ERNEST A&MARJORIE Total Assessed Value:$413200 W+ are only graphic representatrona of Assessors tax parcels. They are not true property Co-Owner:C/O KAHELIN,JILL Acreage:1.40 acres Abutters E boundaries and do not represent accurate relationships to physical features on the map Location:329 SOUTH MAIN STREETf r'f such as building locations. Buffer 1,67 00 say 737 - m7 �OFSHE ra Town of Barnstable y�P Regulatory Services * BARN STABLE. ; Thomas F. Geiler,Director y MASS. � °° 1639 A Public Health Division Arfb MA1 Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 7, 2010 Linda Pinto, P.E. P.O. Box 2030 Teaticket, MA 02536 Re: 329 South Main Street, Centerville, MA 02632 (Assessor's Map 207, Parcel 082) 0�0 1 The septic system plans submitted for the Board of Health public Hearing on April 13, 2010, regarding said property are denied for the following reasons: 0�ti ailure to submit 7-page checklist per Board of Health. �1-Effluent filter not provided (310 CMR 15.231 (10)) -Buoyancy calculations incorrect (incorrect amount of soil cover used. (Acceptable range of �✓� � weight for dry sand is 100-110#'s\cuft.) f-Ground water adjustment incorrect. (1.3 is the correct adjustment; please ensure you have the Soa Is a K most up to date charts from the Cape Cod Commission.) ,/-Existing grade over the Septic Tank & Pump Chamber is shown as elevation 10.7. Proposed grade over these components on the plot plan is elevation 12-14, which is over 3' deep, requiring H-20 components. -No splash plate\baffle\tee provided in d-box (310 CMR 15.232(3) (a)) Also note this is the correct regulation number, the 7 page checklist has it referenced incorrectly. �-Retaining walls: "to be designed by others"- Need proposed design, stamped by a PE to be reviewed and approved before a septic permit will be issued. -Retaining wall as shown on plot plan: Bottom retaining wall appears inadequate for breakout setbacks (too short in length) (310 CMR 15.211(1) (4)) Incorrect variance references requested (Septic Tank, Pump Chamber & SAS to wetlands setback are Town Regulations, not 310 CMR 15.211(1)) The correct reference for these /etbacks are "Town of Barnstable E-Code § 360-L" No "proposed addition" floor plans submitted. QAOrder letters\Sewage violations\septic plan denials\329 South Main Centerville.doc — - 1 { a -All variances need to be listed on the plans including: . SAS > 3' deep (310 CMR 15.221(7)) 2. Septic tank> 3' deep (310 CMR 15.221(7)) . Pump chamber> 3' deep (310 CMR 15.221(7)) ,✓4. Inlets and outlets on the septic tank are less then 12" above the high ground water elevation (310 CMR 15.227(5)) -The top of system elevations are different for the bottom trench in the system profile and the cross section A-A (system profile shows top at elevation 13.75, cross section A-A shows top elevation at 13.53 -Pump curves not provided(310 CMR 15.220(r)) -No thrust block provided in force main? (See 310 CMR 15.221(6) (c)) (May not be necessary, just double checking) Gitional Notes: Town Engineering office and Assessors office are reviewing the discrepancy in a lot line. as recommended by DPW staff that a decision on the variances by the Board cannot be ted until the discrepancy is resolved. u may want to make note on the plan that the plastic chambers buried over 3' deep must have a physical "H-20" stamp and not an "H-10" stamp (One supplier in Town has told installers in the past it was OK to use H-10 up to 8' deep, this is not acceptable and will be rejected) Due to the numerous issues, the revised plans will be reviewed by the staff and a response will be rendered within the 45 day period in accordance with MGL Chapter 111, Section 31E. .Thank you for your attention to this matter. If you have any further questions please call this office at 508-862-4644. Sincerely, Thomas A. McKean, R.S. Director of Public Health Town of Barnstable Q:\Order letters\Sewage violations\septic plan denials\329 South Main Centerville.doc 'tag F,-v-- I�srw OF THE T DATE: 2-0/b � OJy A Nam? ti� � < a FEE: J + BARNSTABLE, + f y MASS. a 039. �0� REC. BY M" Town of Barnstable V L� 7 SCHED. DATE Board of Health -f-0 200 Main Street, Hyannis MA 02601 S�/� l c� Office: 508-862-4644 Wayne A.Miller,M . FAX: 508-790-6304 Junichi SawayanagPaul 1.Canniff,D. "' VARIANCE REQUEST FORM LOCATION L_ Property Address: 2 Lj W '5 I r e Assessor's Map and Parcel Number: ZD 7 .. 62 - Size of Lot: Wetlands Within 300 Ft. Yes Business Name: _ No Subdivision Name: APPLICANT'S NAME: /L/lfL�j� !/(/N /�/HG�� Phone Did the owner of the property authorize you to represent him or her'? Yes _AZ-- No PROPERTY OWNER'S NAME /��/ /CONTA/C�T PERSON I Name: C,/nVflT /'//i/��/L-� (/"�1 / �MtNName: Address:3Z� d�Zg / '//C17� c� Ar es: 2 3-7—I-7-7 7 Phone: ��1 �!✓[j�t` [ 1Aa '(e ar �IAlwet 04� VARIANCE FROM REGULATION (List Reg.) REASON FOR VARIANCE(May attach if more space needed) y :.NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Septtc.'.:Siystem P ff I�-P g 9 application) :, ': Checklist to be completed by� u•e sta e�.con receiving variance request a licaliorr -rT Please submit copies in d separate completed sets. i rQ _ Four(4)copies of the completed variance request form a _ Four(4)copies of engineered plan submitted(e.g.septic system plans) -0 =� Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registel d sanitai ian L g _ Dour(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) I J Signed letter stating that the property owner authorized you to represent him/her for this request N _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicantwxpc[01 (for Title V and/or local sewage regulation variances only) Full menu Submitted(for grease trap cariancc rcqucsts only) Variance requCSt application fee collected(no fee for lifeguard modification I"enewals,grease trap variance renewals[same omicr/lessee only , outside dining variance renewals Isame Owner/leasce only],and variance's to repair failed sc\\'age disposal systems(only If nO expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED IunichiSawayanagi REASON FOR DISAPPROVAL _ _ Paul.I.Canniff, D.MJ). C:\cache\Temporary Internet Fi1es\0LKAE\VARIREQ.D0C AssjoRs Map 207 LOr 082 Sep tic Upgrade Repair Plan Barnsta ble, MA Loca ted- At 329 So u th Main Street Ce-n terville, MA 02632 Applicant Ernest A & Marjorie B. Whitman j 329 South Main Street Cen terville, MA 02632 SCAR 1" = 20' DATEL March 11, 2010 PREPARED BY A & M Land ,Services 618 Main Street Unit 3 Nest Yarmouth, MA 02673 P& (508) 737-1777 or anmland®comcast.net MAXIMUM FEASIBLE COMPLIANCES 1.) VARIANCE 7v ?7IE 10' SIS'?BACK BPSTAEE/V AND THE E v �' EDGE OPT SAS A ,,,f' V P140DPBRTy LDVE A a SATBACK W PBO MED. ARIANCE 1S R,BQU (T�� 5 SEL^TION 15.211(1)) .) VARIANCE 3 THE 20' SETBACK B� THE .E'DGE OJT' THE SAS AND THE E.1Z5TIJIrC BUILDING. A 11.5 A —,L VARLWIF B R �'� 'S TBACK W PfO�VMJW 3) VARIANCE yo THE 100' (T1TL�' S ShL^TION 15,211(1)) SATB.4CK B AND 27M BORDERING �E1Z.4NLt ,g gE 5►�E'EN TW EDGE OF THE SAS A 15 VARIANCE W R VI ( 5 S�T10N 16� PROVIDED. 4) VARIANCE ?ORJ THE 1000 STMCK BETIt 'N PROp�OSED SEPTIC TANK A� ?HE �RDEBINC A1s'1Zr M A ---71' _ S1�TB.4CK B PROVIDER A � VARIANCE 1S AV U MD OMN 5 SACTION 15 211(1)) 5) VARIANCE M ThW -too' Sg ,�CK B1s7WE'B7y AND � BDBDERING 11ETL�l1VLt A n ?AYE PROPOSED PUMP TANK A '28 VARIANCE !S REQLWgTED (TFffJ 5 S C 6 VIDED. Ernest& Marjorie Whitman 329 South Main Street Centerville, MA 02632 March 1, 2010 RE: 329 South Main Street Centerville, MA I To whom it may concern, We authorize A& M Land Services located at 618 Route 28 in West Yarmouth to represent us at any hearings and all submittals for said required permits to 329 South Main Street Centerville, Ma. Sincerely, Ernest & Marjorie Whitman i �_ -it---Z- ---r------L---�-- jl .,Lf �r—,- -s---srT tZ z--r-;---- -—r- ----- Bdr #1 j I I I I I I i I I 1JD ii I r II tb I LIV n II �� t 1------y-rt--�-r-r-T-� V { < .Bdr , 2 I ' I { -_____________________________- - �r. II a L--------------- ----------------- Kit VC i c.� Pantry WD Floor Plan PREPARED 8Y A & M Land Services 618 Main Street frest Yarmouth, MA 02673 Ph. (508) 737-1777 - anmland@comcasl.net jr----------- ------�1 1 1 , I I -- Bth ; � 11 Clos Bdr 3 JJ 11 I ii _ __ _ 11 +! r- ---- ----�I-- I^ 1- ---- !! r -------- 12 -0 (�------------ I t Bdr #4 fIClos-------------- 1 fL 7 jl jl 1 i --------------------J II II II II 11 I II II 11 I, II 1i ii Storage I, II it II !1 II ,I I, -1 Pla 2nd T00T n PREPARED FOR Ernest & Marjorie Whitman .329 S. Main Street Centerville, MA 02632 Date: Afarck 22 2010 Scale: I" BOARD OF HEALTH ABUTTER NOTIFICATION LETTER March 23, 2010 RE: 329 South Main Street, Centerville Public Hearing To Whom It May Concern, As an abutter of a proposed septic project,please be advised that a variance application has been filed with the Barnstable Board of Health. APPLICANT: Ernest&Marjorie Whitman PROJECT ADDRESS OR LOCATION: 329 South Main Street Centerville,MA ASSESSOR'S MAP&PARCEL: Map 207 Parcel 82 PROJECT,DESCRIPTION: - Proposed Septic Upgrade �A 4 201d APPLICANTS AGENT: A&M Land Services 618 Main Street Unit 3NV� i��1 West Yarmouth, MA 02673 BAN" A �- 508-737-1777 PUBLIC HEARING: Barnstable Town Hall 230 South Street Hyannis, MA DATE: April 13,2010 TIME : 3:00 PM Note:Plans.,and application describing the proposed variance are on file with the Barnstable Board of Health. Town of Barnstable Geographic Information System C/" W, ele, April 2, 2010 s 207060 ` #214 A. 207151 207098 #230 #319 207084 s #38 10 d— t 0$C+ , 207068 #337 o� 207093 `' #62 a 2 77099 #217 I " 207089 207082 \ *Y #349 a � 207119 gar #207 207117 #56 207137 Wes esr r, 207118 t F 207116 G- ,R 207120 #59 #34 Y: 207070 207081 0 #369 #1312 207115 #47 0 33 FeOt 277 <� `� k.. 207114 ` >,7 #39 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:207 Parcel:082 . boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:WHITMAN,ERNEST A&MARJORIE Total Assessed Value:$413200 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:C/O KAHELIN,JILL Acreage:1.40 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:329 SOUTH MAIN STREET such as building locations. Buffer 'I t �OpIME r, , U�J DATE:/ D FEE: BARNSPABLE, y MASS. a 111 i039. �� REC. BY_ p'F° A Town of Barnstab SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 0260 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul.I.Canniff,D.M.D. VARIANCE REQUEST FORNI LOCATION Property Address: in t .5 � Assessor's Map and Parcel Number: ZD 7 — Fj'Z Size of Lot: Wetlands Within 300 Ft. Yes ✓ Business Name: _ No Subdivision Name: f� r APPLICANT'S NAME: ST- 44/4eAJ Phone Did the owner of the property authorize you to represent him or her'? Yes No PROPERTY OWNER'S NAME /CONTA�C,/T PERSON Name: t-p-t r <iZ44/'r�YL //v/t l �Mo1% Name: /%lge j4&"Z� -` l e7 ,— — Address: +Z� /Ct71� c� A S: �£�2 3�/7 7 '7 Phone: c_PKt�/ l/[�( [ F �(il� al 2-6 wr - -r� z �0 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by officestafjperson receiving variance request application) C Please suhmit copies in d separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) "r7 Completed seven(7)page checklist confirming review of engineered septic system plan by submittine engineer,pr registcredfsajiitari ir3 _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) li ,- __ Signed letter stating that the property owner authorized you to represent himiher for this request I ? F;, t. . Applicant understands that the abutters must be notified by certified mail at least ten da)s prior to meeting dale at iWplicar expense (for,ritle V and/or local sewage regulation variances only) Full menu submitted(for_rca;e trap%ariance requests on t ly) t..t— _ Variance request application Ice collected(no lee for lifeguard modification renewals,grease uap variance renewals[same cldYler.'Icsrnanlyl, outside dining variance renewals[same ownerileasce onlyl,and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least I S days prior to meeting date \';\IlIANCI AI'I'R(:)VIiD- _ Wayne Miller,('hairman NO*r APPROVED — --- lunichi Sawayanagi RLASON FOR UIS,\I'PROV;\I _ _ Paul).Canniff,D.M D. C:\cache\Temporar7 Internet Files\OLKAE\VARIREQ.DOC f. ASgMWjW MAp 207 Lor 082 Sep tic Upgrade Repair Plan Barnsta ble, MA Located- At 329 So u th Main Street Ce-n terville, MA 02032 Applicant Ernest A & Marjorie B. Whitman 329 So u th Main Street Cen terVille, MA 02632 SCALE` 1" = 20' DATE.` March 11, 2010 PREPARED BY A & M Land SerrTices 618 Main Street Unit 3 Pest Yarmoutb, MA 02673 PA (508) 737-1777 or anmland®comcast net ------------ MAXIMUM FEASIBLE' COMPLIANCES 1.) VARIANCE 717 ThW 10' SMACK BIsT JYM PROPKRTY LIJVR A R,THR ERGS OF T" SAS VARIANCE' ly R�QUMM ("Ai b AV OSETBACK 115.2 U(1)) PROVIDED. 2.) VARIANCA' 7v TAW --2_0' _ S,7gACK B BUILDING. A 11.5� 0 =8 OF 77W SAS ___.__.MUSS EL^ON t 211M) REYt UE5?Z'D 8) VARIANC9 7V TfIN 100' SETBACK B AND ?CIE' BORDERING I�ETZA b A 85I B'1V 77IE' EDGE' OF 77IE' SAS SgTBAA 15 VARIANCE U RE'iPUES'TKD (Tf= 5 S JV 5,v1(1 VID�'D. 4.) VARIANCE 7n 7W --.10-0-L SETBACK TA SEP PRO B�S'T)PIs' ?TIE' PIDSE'D SEPTIC TANK AND M BORDERING MUM A 71' SETBACK I5' PROVIDED. A 29 VARIANCS 13 4W UMTED (777ZFs' 5 SF 27oN 154211(1)) 5.) VARIANCE 2t7 ?7W 100' SETBACK BETiYMW 0 PROPOSED PUMP TANK A4" TIN 28 BORDERING �� A --- _ SETBACK 15 PROVIDED.VARIANCE' 1S REQUAYM (777Z9 5 SBMON 15.211(1)) I i Ernest & Marjorie Whitman 329 South Main Street Centerville, MA 02632 March 1, 2010 RE: 329 South Main Street Centerville, MA To whom it may concern, We authorize A& M Land Services located at 618 Route 28 in West Yarmouth to represent us at any hearings and all submittals for said required permits to 329 South Main Street Centerville, Ma. Sincerely, Ernest& Marjorie Whitman i i ''•�t I rl ti I ii Bdr #1 L1J_ Bth � II I , i i------- �J, LI v II Bdr #2 -- -L1 I-L1J I1 II + I II li ` I I+ II -_--__=___-__ =_--______=� r� II I IL---- --- ---- ------- —- Klt O Fl 81 1 Pantry WD -Floor Plan PREPARED BY A & M Land Services 618 gain Street Irest Yarmouth, MA 02673 Pb. (508) 737-1777 - anmlendrPcomcast.net r----------------------, r--------------------� II II -1L =r_=== -------- -- Bth ; clos ;I Bdr 3 I' I I I I, �-I-- I I V � �� I �7 1� -0 I �----------- I / II Bdr f4 LI j L_=��1 �i �I� c----------------� I II �7 'I ------------ C-- �1 ______=-_--J II ,t ,I I �I I, I, t' II I, �I II t, Storage II II ,I I, t, I, �I II I, t, 2n d Floor Plan PREPARED FOR Ernest & Marjorie Whitman .329 S. Blain Street Centerville, MA 02632 Date: .tMarcb 22, 2010 Scale: 1" 118" i i Doc: IP099r851 10-17-2008 11 :53 Ctf w: 187156 BARNSTABLE LAND COURT REGISTRY MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 10-17-2003 0 11:53ae CtI': 492 Doc': 1099851 Fee. f1,491.12 Cons: $436r000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 10-17-2003 0 11:53ae Ctl': 492 Doc:: 1099851 Fee.. 4994.08 Cons: E436F000.00 QUITCLAIM DEED PROPERTY ADDRESS: 62 Weaver Road,Centerville,MA V,'e, Y11CAS SAINI AND JULIA CROSTON,of 62 Weaver Road;Centen�.11e,M.A fez consideration paid in full of Four Hundred Thirty Six Thousand and 00/100 ($436,000.00)dollars Grant to JOSEPH DI FRANCO and CAROL A. DI FRANCO,husband and wife tenants by the entirety,of 29 Willow Street, Waltham,MA With Quitclaim Covenants The land with the buildings thereon located on Weaver Road,Barnstable(Centerville), Barnstable County,Massachusetts and being further described as follows: 1,ANri 0 N LAND COURT PLAN 20976-A There is an appurtenant to said land the right to use the way approximately shown on said plan as set forth in an agreement between Dorothy Snyder,Maurice J. Mosher and Marjorie P. Ramsey dated May 10, 1955 and duly recorded in Book 912,Page 15 and to use Old Garden Road approximately as shown on said plan to and from South main Street both in common with all persons lawfully entitled thereto. c C-7 i..4 yy� i Witness our hands and seals this day of October,2008. VI S-SA191 JU A CROSTON * (� COMMONWEALTH OF MASSACHUSETTS County of I�!orc-OK October JL_,2008 Then personally appeared before me,the undersigned notary.public,the above-named VIKAS SAINI AND JULIA CROSTON ( • ) who proved to me through satisfactory evidence of identification,which were MA G E cen s en, , ( )who is known by me and to me known to be,the person who e' ed on the preceding or attached document,and acknowledged to mq& Vol 'ly for its stated purpose. L g. y co 'ssi cxpire&. � LiONARDO P. wo, + Notary Pub '•.� et 'p� �Commonwoalth of Mas �.• My Commission Exp March 26, 2013 4� BARNSTABLE REGISTRY OF DEEDS " 20976A b,1`l PLAIN OT' TJ.JrZ) IN JARITSTABLE lPd Botirao Kellogg, Clvll Englneers November 211 1 cJ;7 July %.7, 1963 C§ �� \ \ 0� � k\c� AA , ` ryb�►b ti�.Y � \ l.uai ence IY Heur'sel dD 6 rA o�r , � n ell c° N Q " d 6, • IN �. Z a `)6 1 h C Wi 1 I t, 208.7� .� b� r�v� ,,,�. ear•.o.=cod•✓ Maahar 'H o uric a LAND RMSTRAT/ON Off e SuAr Of"Plo 40 C.M.Anebna�Ap1H+r�cwrf� PUMP PERFORMANCE CAPACITY LITERS PER MINUTE 0 100 200 300 400 500 30 10 '25 8 22 20 cn w w � 6 w ~ Z 2 a 15 Z w Q _ w 4 = H Q O 10 H E- p E- 2 5 0 p 0 20 40 60 80 100 120 140 CAPACITY GALLONS PER MINUTE MW50 SERIES 1/2 Horsepower 2" Solids Handling Sewage Pumps DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE ■ Off-filled motor for maximum heat dissipation and constant bearing lubrication. ■ Permanent split capacitor motor eliminates starting switches and relays which are prone to fail. THE MW50 IS DESIGNED FOR MANY YEARS OF MAINTENANCE FREE OPERATION ■ Positive sealing,quick connect power cord ' and piggyback float switch make replace- 1 ? ment simple if service is ever necessary. =� ' ■ Field tested,wide angle,mercury-free mechanical float switch provides maximum draw down. (Automatic models only.) ■ Long flexible Type 6 seal provides high pressure sealing with improved seal face Y' protection by location. ■ Lower ball bearing eliminates sleeve bearing wear and significantly reduces motor wear. ■ Low amp draw from the efficient PSC motor means less heat build-un. PRODUCT CAPABILITIES Capacities To 135 gpm 510 1pm GO � Heads To 27 ft. 8.23 m Solids Handling 21n. 50.6 mm Liquids Handling domestic sewage and drain water THE MYERS MW50 SERIES SEWAGE PUMPS PROVIDE Intermittent Liquid Temp. 140'F I 60°CMotor Electrical Data 1/2 hp, 1625 rpm,PSC BIG PERFORMANCE IN A SMALL PACKAGE. The 115 volt,9.0 amp, 160 Hz enclosed two-vane impeller provides the flow and 230 volt,4.5 amp, 10,60 Hz head required for residential and light commercial Third Party Approval CSA, UL sewage applications,and passes a full 2"diameter table pH Range 6-9 solid. The MW50 is constructed of only the highest Acceptable Gravity 9-1.1 quality corrosion resistant materials-cast iron; stainless steel and engineered thermoplastics-for viscosity 28-35 SSU many years of service in harsh sewage environ- Discharge, NPT 2 in. 50.8 mm ment. The MW50 is available in manual models for Minimum Sump Dia. use with external controls or automatic models with Simplex 24 in. 61 cm piggyback mechanical float. For more information, Duplex 36 in. 91.4 cm call your Myers distributor or the Myers Ohio sales office at 419-289-6898. Construction Materials Motor Housing cast iron, class 30,ASTM A48 ADVANTAGES BY DESIGN Motor Bearings ball bearing-lower, top-sleeve TWO VANE IMPELLER DESIGN PROVIDES MAXIMUM Enclosed 2-vane Impeller engineered thermoplastic EFFICIENCY Impeller Wear Ring 304 SST ■ Enclosed design for high efficiency pump. ■ Eliminates possibility of jamming between volute thermoplastic impeller and volute. volute seal Ring H WA cup ■ Passes a full 2 inch solid. Power, Control Cords 20 ff. 16/3 SJTW/SJTW-A ■ Original performance can be restored if wear Mechanical Seal Type 6 - carboNceramic occurs by replacing volute seal ring. Fasteners 300 series SST WHERE INNOVATION MEETS 7RAD177ON Mwrs® Pentair Water I MW50 SERIES SPECIFICATIONS SEWAGE PUMPS-Pump(s)shall be F. E.Myers MW50 series sewage pumps selected in accordance with the following design criteria: Number of Pumps: Primary Design Flow: Primary Design Head: Minimum Shut-off Head: 27' Motor Horsepower: 1/2 Motor Speed: 1625 RPM Electrical: 115 Volts, 1 PH, 60 Hz or 230 Volts, 1 PH,60 Hz PUMP-The pump shall be designed to handle raw sewage and be capable of passing 2 inch spherical solids. The pump shall be capable of handling liquids with temperatures to 140OF intermittent. MOTOR-The pump motor shall be of the submersible type rated 1/2 hp at 1625 RPM and shall be for 115 volts or 230 volts single phase,60 cycles. Single phase motor shall be of the permanent split capacitor type with no relays or starting switches. Stator winding shall be of the open type with Class A insulation rated for 1050C maximum operating temperature. The winding housing shall be filled with clean dielectric oil to lubricate bearings and seals,and transfer heat from the windings to the outer shell. The motor winding assembly shall be pressed into the stator housing for best alignment and heat transfer. The motor shall be capable of operating over the full range of the performance curve without overloading the motor and causing any objectionable noise or vibration. The motor shall have two bearings to support the rotor;an upper sleeve bearing to avrommodate radial loads.and a lower sleeve bearing ,Kith thrust pad to take thrust and radial ioads. A heat sensor thermostat and overload shall be attached to the top end of the motor windings and shall be wired in series with the windings to stop the motor if the motor winding temperature reaches 221 OF. The overload thermostat shall reset automatically when the motor cools to a safe operating temperature. POWER AND SWITCH CORD-The motor power cord shall be 20 feet SJTW type. The power cord shall be of the positive sealing,quick-disconnect type. The power cable connection shall be sealed at the motor entrance by means of a compression nut which serves to make a positive electrical connection and prevent water from entering the cable jacket and motor housing. OPTIONAL CONTROL SWITCH-The sewage pump shall be controlled by an optional piggy-back float switch. The float switch shall be of the mechanical,non-mercury type and be capable of directly controlling the pump motor without the need for an external control panel. SHAFT SEAL-The motor shall be protected by a rotating mechanical shaft seal. The seals shall have carbon and ceramic seal faces lapped to a tolerance of one light band. Metal parts and springs for seals shall be 300 series stainless steel. PUMP IMPELLER-The pump impeller shall be of the two vane enclosed type. The impeller shall be constructed of engineered thermoplastic or optional bronze. A stainless steel wear ring shall be pressed onto the neck of the impeller to provide a sealing surface. A replaceable Buna-N sealing cup shall effect a seal between the volute and impeller in order to maintain high efficiency and prevent recirculation. MOTOR CASTINGS-The motor housing castings shall be of high tensile strength Class 30 gray cast iron. Castings shall be treated with phosphate and chromate rinse and painted with a high quality air dry alkyd enamel for corrosion protection. PUMP CASE-The pump case shall-be a high efficiency volute design capable of passing 2 inch spherical solids. The pump volute shall be constructed of high tensile strength Class 30 gray cast iron. FASTENERS-All exposed fasteners shall be of 300 series stainless steel. THIRD PARTY APPROVALS-The'pump shall be UL and CSA listed. F.E.Myers, 1101 Myers Parkway,Ashland,Ohio 44805-1969 419/289-6898, FAX: 419/289-6658, www.femyers.com K3470 3/06 Pentair Myers(Canada),269 Trillium Drive,Kitchener,Ontario N2G 4W5 Printed in U.S.A. Water- 5191748-5470,FAX:51W748-2553 DIMENSIONS []Dimensions in mm MECHANICAL FLOAT SWITCH Mercury-free, 90' angle operation. (Piggyback models only.) POWER CORD Quick-connect watertight fitting is replaceable from PLUS pump exterior Provides watertight O seal, 9.04 (230) 0 MOTOR HOIISIN6 Cast iron for efficient heat transfer and corrosion resistance. 5.44 (138) OVERLOAD SWITCH (290) (290) _ Built-in to protect against overload conditions. THRUST WASHER, SLEEVE BEARINGS Enhance smooth operatic and extend pump life. MOTOR 'h HE 1625 RPM, 60 Hz, 115 or 230V, PSC single phase. i Oil-cooled and lubricated. ROTARY SHAFT SEAL 2"Discharge Carbon, ceramic faces, 14.76 (375) 6.25 (159) HIGH EFFICIENCY 2.0 VOLUTE �r Passes 2'spheri- cal solids. 2'NPT discharge. ENCLOSED TWO VANE VOLUTE/IMPELLER IMPELLER SEAL RING High efficiency, passes Maintains high 2'spherical solids, with efficiency and stainless steel wear reduces recirculation. ring. Engineered Replaceable. thermoplastic. ONE RETAINING WALL SYSTEMS MFG BY: .q�'JAY CONCRETE PRODUCTS CO., INC. S NINdv.N F RANBERRY HWY.WAREHAM MA 02571 •puadty Ptaduni•Owdty ywriee• , D?RICE LIST EFFECTIVE:JANUARY 1 ST 2009 r H-100 8"Standard Rockface 30 8 18 22 1 Sq. Ft 114 3420 Max Wall Height is 6 feet-see • • • construction manual and proper engineering _ H-200 8"Standard Strai htface 30 8 18 22 1 Sq.Ft 119 3570 • • • .. ,:... ..: . .,,, - �.::r SYQMpAC-<'11N,ITSxP H-101 8"Compac Rockface 45 8 18 12 1 Sq.Ft 87 3915 Max Wall Height is 3 feet-see • • • construction manual and proper 9 neer g en i m H 201 8 Compac Stralghtface, 45 8 18 12 1 Sq Ft 87 39151 • • • • flA1N11NIISl�zia7s, � t..,M H-102 4"Mini Rockface 80 4 18 11 .5 Sq.Ft 50 4000 Max Wall Height is 3 feet-see • • • construction manual and proper engineering w; H 202 4 Mini Stral htface 80 4 181 11 5 Sq Ft 52 4160 • • • , x. H-300 4"Corner Strai htface 80 4 18 9 .5 Sq.Ft 52 4160 Corner units require Kap Seal. • • • Corners do not interlock with - H-301 8 Corner Strai htface 40 8 18 9 1 Sq.Ft 105 4200 pins H-105 4"Angled Side Rockface 80 4 18 101.5 Sq.Ft 50 4000 • 101 • H-106 4"Straight Side Rockface 80 4 18 10 .5 Sq.Ft 55 4400 • • • r 8"Cap available in Rockface H-104 8"Straight Side Rockface 32 8 18 10 1 Sq.Ft 110 3520 only • • • 4"Straightface cap available in H-206 4"Strai ht Side Rockface 80 4 18 101.5 Sq.Ft 59 4720 striaghtside only • • • • ACCESSORIES `°,'s: j,:'.`,`': a.�,��'c�'• >.. .zr� .s +t&a`.'. ?'�:> .ar °' ��' sa, ::,. .. -° 'i ., :� y .,,.. ,,, i,.:: s"t' .may;. 1169 10 Oz Kapseal 12 tubes per case Approx Coverage:12-15 caps per tube Strata 200 Geo-grid-Large Grid is not bi lateral-please see construction G200 Roll Large Roll:6'wide x 300'Ion -200 sq.yards 130 guide for grid information Strata 200 Geo-grid-Small, Grid is not bi lateral-please see construction G200R Roll !Small Roll:6'wide x 75'long-50 sq.yards 33 guide for grid information fir— ;The Keystone KEYLifter—is specially designed for lifting and placing Keystone pinned units(Compac and Standard)With two KEYlifters KLT Keystone Key Litter Tool ',placed into the paired holes in the Keystone unit,two people can lift with equal distribution of the load. DF„' ti Town of Barnstable o P sPQ*' Public Health Division F BARN A ABLE. 200 Main Street Z t M55. �p�ED MP+P•� Hyannis,MA 02601 a AITNEY BOWES 02 1 A $ 05.540 0004606238 MAR 30 2010 7008 1830 0002 ' 0500 8987 MAILED FROM ZIPCODE 02601 j RETURN RECEIPT REQUESTED Ernest & Marjorie Whitman 329 South Main Street Centerville, MA 02632 WH I TO SENDER '3'F9£�A1 'fiEMP014ARILY AWAY 71 agiioaw I �I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY nature ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, I or on the front If space permits. 1. Article Addressed to: D. Is delivery address different from Item 1? ❑Yes i I If YES,enter delivery address below: ❑No ��Qs�� i�(I�r�orie IN�I�IIYI,Ci�1 �2�! -� �o 5Ir� 0A 3. S ce Type I D���� • /Certified Mall ❑Express Mail I J ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number 7008 1830 0002 0500 8riiT (Transfer from service label) I I PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 i ;;: ;� . ; j; it t i it i :i! 's i4I t.t .i "ss ..t � :t4t ii t t : r.i oF1�r� Town of Barnstable Barnstable Regulatory Services Department PA-Amerleac RY UARNWABLL MA SS. Public Health Division i6�4. ♦4' M 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geder,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 70081830000205009663 3/25/2010 Ernest &Marjorie Whitman 329 South Main Street Centerville, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 329 South Main Street, Centerville MA was last inspected on February 25, 2010 by Edward A. Stone, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Portion of the SAS, cesspool or privy is below high ground water elevation You are ordered to repair or replace the septic system within One (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH,f,, T c ean, R.S., CHO + - Agent..of the Board of Health r oa>,a. r,• E,1 : , t_r ��_ .:a j-�s j.,3 I ✓5 ��� 3 z y S, n'� � � 'I c��l� � �s I j � ---- - - -- - ----� --- _1 i SECTIONSENDER: COMPLETE THIS .MPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee 7;77� so that we can return the card to you. B. e�ce ec�py(Printed Name) G. Date of Delivery ■ Attach this card to the back of the mail piece, AU or on the front if space permits. p /�ilYil/ t� 02E I D. Is delivery address differs item 1? 12 Yes, 1. Article Addressed to: If YES,enter delivery a C s below: '�No G� r Po 6'qV__ ` / 3. Se ' e Type Certified Mail 0 Express Mail ❑Registered ❑Return Receipt for Merchandise i 0�6 ( ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service � j 57009 z 0 0`8 0 1HQ2 g9'i23 2895 L PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I I I A &M LAND 618 Route 28 Ste 3 W. Yarmouth MA 02673 i11111t91i1111)41411�11�1111114}�.itttt11ti111��1�191t1t11�t{f� SEWER: COMPLETE THIS SECTION COMPLETE T141S SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig re item 4 if Restricted Delivery is desired. ❑Agent x ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Re i ed rioted Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 3. Service rtified Mail ❑Express Mail f , ❑Registered ❑Return Receipt for Merchandise j 'lY ❑Insured Mail ❑C.O.D. j 4. Restricted Delivery?(Extra Fee) ❑Yes j 2. Article Number (transfer from service label) 7i D D 9 i D fl 8 D ;� 2. Dig 2 3 2 8 4 p j i j PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I i UNITED STATES POSTAL SERVICE First-Class Mail � Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I A AM LAND 618 Route 28 Ste 3 W. Yarmouth MA 02673 ��iti3{}�1�1111l1Dii1t1l�9il}1f.�1i119{flli}11�1}1991ilifiiill� SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign ure item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. o ceived Printed Name) C. Dat of DeH _ ■ Attach this card to the back of the mailpiece, 4 o or on the front if space permits. D. Is delivery address different from item 1? Yes 1. Article Addressed to: / If YES,enter delivery address below: ❑No idQAJ- dI 3. Re ' e Type IM Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ©Z6�7 ❑Insured Mail ❑C.O.D. l� 4. Restricted Delivery?(Extra Fee) ❑Yes E s t i i t( 2. Article Number 7 0 0 91 0 0' 0110062 t;'0 9`2 3 2t t z z 8 6 i 41 (Transfer from service labeq PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I UNITED STATES POSTAL SERVICE First=Class f�!lail Pps2ageh&.,Fe ` r.. ...,�,�,.. •tF•: :.^"t'. •,r .�:"-'"..,r `gym -..a�rer.. -�'•,xmx,•r,:.f • Sender: Please print your name, address;'and [P+4-in-this box`' ---y I I I A &M LAND 618 Route 28 Ste 3 W. Yarmouth MA 02673 I I i I I I SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. item 4 if Restricted Delivery is desired. X 7ign / ❑Agent ■ Print your name and address on the reverse ❑Addressee so that.we can return the card to you. -B: Recei by n tl Name)— C. Dat of D [very ■ Attach this card to the back of the mailpiece, ` C or on the front if space permits. D. Is delivery address different from item 17 Ye 1. Article Addressed to:r If YES,enter delivery address below: 0 No �10 ZZ�f 3. S�ervice�T�e�� mr/�V— mortified Mail ❑Egress Mail 3 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number ;r=a s-f�--r—r—`` —4 —�!�- `r t i i ti '•—�-, (Transfer from service label) °.{7`0 0`9' 0 0'8 0 0 0 0 2' 912 3 2 8 8 8 ;t 4 PS Form 3811,February 2004 Dome"sticReturn Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE ���, Fitt-Cf (�Jail .<.}b::'b'�,,+'�1;""�sl"^•'t."x"a .'�''�•:'�:,'�i.�s;➢ •�p..y�,. ., � cenr„V -^ .� �: y&,F�•�nPB•�f1� Y•� mr'N`,y�aaPe T� i"J:AI.._�"M1sV_'F�^'�.dVWj ... � � ^��F,rw,nrinly • Sender: Please print your name, address; and Z1P this A &M LAND 618 Route 28 Ste 3 W. Yarmouth MA 02673 I I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete sign ur item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X essee so that we can return the card to you. B. Received by(Printed Name) D117A every■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 17 ❑ § 1. Article Addressed to: � If YES,enter delivery address below: ❑No 100- ' ' `A f 3. Service ertifled Mail ❑Express Mail A r ❑Registered ❑Return Receipt for Merchandise O a/ ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7009 0080 0002 0923 2833 (transfer from service labeq PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-16iO] UNITED STATES POSTAL SERVICP- First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I A AM LAND j 618 Route 28 Ste 3 I W. Yarmouth MA 02673 I , I f iii►„��itisii�,i,tEi��iiE,i�itil,�►,fii�►,}iiitis�i:itit�i�iti COMPLETE 1MPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also.complete A. Signs re item 4 if Restricted Delivery is desired. X Agent ■ Print your name and address on the reverse so that we can return the card to you. B. Received by(Printed Name) C. Date f Deiiv ry ■ Attach this card to the back of the mailpiece J? 2 or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? Yes _ If YES,enter delivery address below: ❑No ` 3. Service rtifled Mail ❑Express Mall �^ a ❑Registered O Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number : - 117 3i fi ! i i6 (Transfer from service label) ' t` ' '7`0 0 9; 0 0'8 0 0 0 0 2i `0 9 2x 3 2 K 1f J 3 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STAi 'A-F 6' Paid U&P • -P A*o-GAP L�Pae r-MV Sender: Please print your name, address, and in this box" A &M LAND 618 Route 28 Ste 3 W. Yarmouth MA 02673 lilt 11111111111 IIIIIIIAWAIA11111111 11 11111MI111111111 11 COMPLETE • COMPLETE ■ Complete items 1,2,and 3.Also complete ature item 4 if Restricted Delivery is desired. tT�� ❑Addressee Agent ■ Print your name and address on the reverse +X 41� so that we can return the card to you. B e'ceive b (PjFV Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, . or on the front if space permits. L� D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 6nr1 ©5��� VP�60 3. ery ype r � Certified Mail ❑Express Mail �,���� ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7009 0080 '0002 0923 2857_ (Transfer from service label. Ps Form 3811,'February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL,$VICE '" �r" ,.a, � .a .Y t •, - �,�K �i�rmif Nov��ti • Sender: Please print your name, address, and ZIP+4in­this box • ^ '`'`" A &M LAND 618;Route 28 Ste 3 I W. Yarmouth MA 02673 T rrf-- r -- ----r-------L---�- , r I-------------------- B-- == == IT! II Remove BUr II 1I L�J- I I I I 1 1 Clos I I I I I Btb I I f j f r=_= Btb �, I I I I I r ------------ 11 II i I �- 11 Ir �I-- I L-------! 1 r 1I Ir-------i YJ .LIV ♦� /1 �1 I I Vf-- ti� �I I �? r� 1 - / I I �i > » t I I J �J I I I `� 12 —0 Lr -- -------- 1--� i I I I i -rII--�rII---rII -rII--�7Ii------------Proposed - EXlstil Bdr #45' Case Open. Bdr 3Fam ------------ Room ice1I-1I C--I--OS-^�I Ii 7 I ----------------I L------------------ I I --------------------------------- i --- ----� L _J,,----_------ - L------------- �r-- - II II ' II II Kt i° C 11 I ' G i Proposed t Bdr #3 I s II II II �I Pan try Lf 1 1 I, W D p 1 Floor Plan end '1®®r Plan i • r . PREPARED FOR.- PREPARED BY Ernest & Marjorie Whitman A & M Land Services 329 S. Main Street Centerville, MA 02632 618 Main Street West Yarmouth, MA 02673 Date: March 22, 2010 Scale: I" = 1/8" Ph. (508) 737-1777 - anmland®comcastnet Rev.: April 22, 2010-Extend Dormer Rev.: May 18, 0010 - Add Case Open. I4.J (Shorey Precast) Horz plu p' -1� SYSTEM, EXCEPT (Wa terproof) Tee y I 9 2" (DB 5) Top 13.75 F.C. 13.53I := 9) SEPTIC TANKS, G1 FM 4 Bot Ret Wall 1.3"t 0.94 �1.33 t or 16" TO ENSURE STAB, ExpanderSee Detail 10) OUTLET DISTRIBU' (2 X4'J Plug F.G. 10.0 12 42 Bot 12.20 111.14 pROpOSED BOTTOM LEACHING FACILITY� � 11) ALL SYSTEM COMI D-Box INVERT El a s \.I2'2ALARM NOTES (DB 5) EL 9.39 6 ADS 1600 BD (HBO) Unitsa o TTOM EL OF DRIVEWAYS Oh WITH COUPLING IN CENTER ry -TALLER ACCORDING TO MANUFACTUER'S S = 0.06 TOTAL LENGTH = 38.7' �� c� 12) ALL BUILDING SEi 1 T1 ESTIMATED HIGH GROUND EL 7.0 (Ad WATER j Up 1.3) 3) THE DEPTH OF 112 HP PUMP, OR EQUIVALENT _ GROUNDWATER EL 5-7 14) r IN THE AREAS 01 FABLE OF PASSING 2" SOLIDS H BOTTOM TEST HOLE EL 4.7 1 FRED ON SEPARATE CURCUIT FROM PUMP. 4 Cep 0 4" Cap -----� 20 0 TH. 13 15) IF SOILS ARE EN{ TO BE INSPECTED BY WIRING INSPECTOR. THE"DEEP OBSERV, F G )CATED IN THE HOUSE. 14.0 zO 3 20,0 NOTE 16) CONTRACTOR TO I 13.3 Plastic Chambers buried over 3 deep 17) CHANGES OR REVIS. must have a physical "H-20" stamp on the units TO A & M LAND SEA 7 e" o 4 g - -18) CONTRACTOR SHALL y _ H ` Blocks o F.C. 18.0 Blocks 24 - 48 HOURS P� ° Cross Sec ti on A -A 19) MAGNETIC TAPE TO ro It •� N. T.S. F---Z0, / ~ EL 20.3 F.G. 10.0 ^� o 'lan � . ,0. 16.7 [- 3 { ' �q.5 A 8" Peastone = 9.3 8 H Peastone <:`'_" _» p'G Base 8.7 Base 16.0 NF 14.3 FG 14'6 Top 14.03 Top Re Wall Joseph & Carol H EL Top 3.53 See Detail 12 _ 12 I CERTIFY THAT I DeFranco . 29 Willow Street =1.3" Rot 12.70 ENVIRONMENTAL PI Bottom tom Re toinln Wa11 To Re toinin. Tea11 SOIL EVALUATIONS Waltham, MA 02453 1� bo �$ Bot 1z.zo TOP BY ME CONSISTENT (N. T.S.) (N. T.S.) Bo t tom Tren ch DFSCEMED IN 310 Map 207 Parcel 83 SOIL EVALUATION A Trench ARE ACCURATE AM Cert. 187156 F.G. 10.0 34" 68" 34" EL 9.3 NOTES.- Bot Re Wall (16" x 34 x 75" H20) ADS 1600 Units Proposed PROPERTY LINES TO BE STAKED OUT BY REGISTERED See Detail SAS LAND SURVEYOR PRIOR TO CONSTRUCTION EDMARD A. sTON �r8 Proposed Prop. - pae). ` ¢-1;500 Gal D-Box� -`---- t 2� DEEP OBSERVATION DEEP OBSERVATION -Tank-z_ ob �' og� .MOLE LOG HOLE LOG _ Test Hole #1 Test Hole #2 s Q4, -asap j t (EL = 20.3 f) (EL = 16.0 f) P. -_.._ -_ ��.o o_-� gs r �.. aG.s. S° Pl. Bk. 140 Pg 33 D h soli Soil Soil Dgp h Soil Soil Soil � ` '° r'` 95) ��� ft) Horizon Texture Color lin) fi) horizon Texture Color Gal A,bA - eoch''%j iy� (USDA) (munsell) (USDA) (Mansell) ,2k art 0 - 8" 19.6 A O - 6" 15.5 A \� �i O Obs Hole 9' en' ..-\\ NIF LOAMY SAND f0YR9/3 LOAMY SAND f0YR4/3 ) Diana George 8" - 12" 19.3 E LOAMY SAND t0YR5/1 6" - 28" 13.7 B MEDIUM SAND 7.5YRSf6 ' 10 YR7/6 >.._ .�, ^Y E f T IO_ (J�2)' �.�'d o \�1 p• ~ 121 Plymouth Street 12" - SO" 17.8 B MEDIUM SAND 7.5YR5/6 28" - 126" 5.5 C MEDIUM COARSE N� v i) s.. /� \ Holbrook, AIA 02343 - MEDIUM COARSE SAND 30" 132" 9.3 C f0YR7/6 Bk. 5795 P 318 SAND ---' � �4J• ^'- J Q• �` � 0, ..• ""� '' %(IB.$) �.,\ f1"� g' Deep Obs Hole Date: 2/25/10 Deep ODs Hole Data: 2/25/10 (iae) �+ 1 - stoae \ ' Soil Evaluator: ED STONE Soil Evaluator: ED STONE Rea:osa \ Structured - _ ,l D. STANTON 0 Ez fret 1 Stied - � _ O Witnessed By. D. STANTON Witnessed By:. tip/ Crawl iPaO .` `. - t j6'�-- - a?�\ (t98) l Perc Rate Pere Rate: < 2 MIN/IN 054" Space "S� �- `^ /~ '�"\ r Soil Survey Description: CARVER Soil Survey Description: CARVER J l�` Map 201� Parcel 116 Geologic Material: ctacIea oDz�rasb�oexuRE Geologic Material: cl.acru DUra•.ISR MORRAINE 4 Bdr - / Depth to Standing Water: NA Depth to Standing Water: 124" EL = 5.7 Depth to Weeping Water: NA P p TCF = 10.6 -=}-- Pump and v Ex. Cesspool � ',''^\ Depth to Wee in Water. NA 4j ^� Depth to Mottling(Color)i NA Depth to ldottling(Color): NA \r� Per We 5 �i% ,`�- �o Est Seasonal High GW: NA Est Seasonal High GW: = 7.0 Relocate O OBS MIW29 EX PlumbMg PROPOSE' io•g) USGS Observation Well: MIW29 USGS Observation Well: Feb 2010 in Cram Space ( \ Date of Last Measurement NA Date of Last Measurement: , I ADDITIO `. Comments: Exoau Rod.y ronsr Comments: Index 7.0 Zone 9 1.3 Adj 4 STANDARD NOTES D-Box Riser Extension Obs Fort WAcrew cap to grade (} TOP OF FOUNDATION to within 0" of grade Proposed M%adte tact Unix �-`--�----� EL 20•3 vent EL = 10,3 PROPOSED GROUND SURFACE EL --,-:__-- Install alarm & control 2"FA( FG = 17.5 box inside of bldg. Expan"er D-- $oX PROPOSED GROUND SURFACE EL _10,3 _ JW to ra ens Mx (,eDe�. (DE �) Tap Re Wall 1) THIS PLAN IS FOR THE / REPAIR OF A SEPTIC SYSTEM. 8" 8" Itim to Grade (see Detail) 3.S" See Detail Ta 9.04 Quick Disconnect Ctass 150 Pressure Pipe 2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 31D CMR 15.000, THE STATE ENVIRONMENTAL CODE, - 12" with I cubit foot of concrete To 8..79 behind bents for ti-rust btockin Top 14•03 TITLE 5, AND THE TOWN OF __Ba.I'nStaWe __� SUBSURFACE DISPOSAL REGULATIONS: LIQUID LEVEL _ a' PVC 3 Se re Chalm DISCharne _- wall n� - ' 24 INVERT 11.3� Q 9411 1.33 or 16 3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS INVERT Et 10" 7. INVERT EL- 7 75 N_¢ PIPE INV 5 'BOOT' IraVERT EL OR ZONING REGULATIONS. Existing 14' INVERT EL 'BOOT' EMERG W Ov WEEP HALE 1l4' ��00 Bot 12.7Q To Remain 'BOOT' ALARM ON LEVEL 5 06 STOR ua F-U CHECK VALVE 6' STONE BASE GAS BAFFLE AT OUTLET a3 ran ❑R COMPACTED BASE 13.64 12.7 4) THIS PROPERTY I,`3� SERVICED BY TOWN WATER 8.0 INSTALL ZABEL FILTER PUMP ON LEVEL 4.83 3 ¢„ . z MERCURY FLOAT 13,67 INVERT EL PROPOSED TOP LEACHING FACILITY a BOTTOM EL ' INVERT EL 5 112 d t b LEVEL CONTROLS INVERT EL 6 ADS 16l)0 BD rH2O Units 5) THERE ARE NO KNOWN WELLS' WITHIN 100 OF THE PROPOSED SOIL ABSORPTION SYSTEM 'BOOT' H-10 PUMP OFF LEVEL ., t DOT INS 354 lo' Sum WITH COUPLING' IN CENTER N 6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE' Rot 3.45 .r . TOTAL LENGTH = 38.7 ' BOT EL �'�- SEWAGE PUMP, MYERS ' EL 7 o Ad• U 1,3 7 ALL SYSTEM COMPONENTS SHALL REMAIN CCESSIB FOR INSPECTION O STRUCTURES SHALL E LOCATED DIRECTLY Node( MW50 1!2 HP ESTIMATED HIGH GROUND WATER [' 1 p ,) ) S E ALLACCESSIBLE I TI N � A 4'X8'Xl6' SOLID OR EQUIVALENT) S = 0.06 ELF 7 Proposed 1,500 Gal r j, 6 STONE BASE OR COMPACTED BASE CONCRETE BLOCK GROUNDWATER UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION Monolithic Septic Tank ^� REQ. D-8�� BOTTOM TEST HOLE EL 4.7 Pro o�ed 1,0©(I Gal Plan View T,H 13 PUMPING OR REPAIR. 10. E (Shore), Precast) 2' P 1 i N. s 8 NO DRIVEWAY PARKING OR TURNING AREA OR OTHER IMPERVIOUS` AREA SHALL BE LOCATED ABOVE A SEAL ABSORPTION Monolithic Pump Chamber �-�-----I F.G. 14.5 ) ,�-"--` S = 0.03 -i (Na(Waterproof iT S = 0.D4 Plu Plu _ (Shorey Precast) Horn SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED. 9-t (Ora ter roof Tee P.1V � 1 G. S Or NDISTRIBUTION BO S S A LACED O A " TO BASE ( � � 2" (DR 5) Top as.�� F.G. 13.ss 9) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND BOXES SHALL BE P N F� STONE S F.M. 4 Bot Re t Wall L1314 10.94 TO ENSURE STABILITY AND PREVENT SETTLING ,See Detail �1.�3 f or 16" Expender 10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH. (2 x4,) 2 Bot 12. 0 70 � 12.2 ) PI-' F G. 1Q 0 PROPOSED BOTTOM LEACHING FACILITY 11 ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-.10 LOADING UNLESS .THEY ARE UNDER OR WITHIN 10' D-BOX INVERT EL 6 ADS 160Q BD H2O Units '� � ,Storage Calc PUMP AND ALARM NOTES (DE 5) EL 9-3 ( ) � � BOTTOM EL OF DRIVEWAYS OR PARKING OR TUNING AREAS, IN FYHICH CASE H-�20 COMPONENTS SHALL BE USED. 9' WITH COUPLING IN CENTER r a 2. 7 x 250 gal/ft = 675g > 440g O.K. 1) PUMP .MUST BE INSTALLED ACCORDING TY1 MANUFACT`UEER'S s = o.os TOTAL LENGTH = 38,7' 12) ALL BUILDING SEWER .LINES SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST--IRON OR SCHEDULE 40 PVC vS Pump Cak SPECIFICATIONS.. ESTIMATED HIGH GROUND WATER -- EL 7'0 (Adj Up 1.3) 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING .HAS BEEN PROVIDED. C? 50 rpm 9. 4 7' f 3.54' = 13. 01 < 2,2. 0 Total .Hd 2) USE MEYER MW50 1/2 HP PUMP, OR EQUIVALENT GROUNDWATER EL 6-7- - 14) IN THE AREAS" OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS. 3) PUMP MUST BE CAPABLE OF PASSING 2 .SOLIDS 4„ Ca I2 4" Ca 12 BOTTOM TEST HOLE EL. 4.7 4 ALARM MUST BE WIRED ON SEPARATE CURCUIT FROM PUMP. P 14 p P 0,0 TH. -3 15) IF SOILS ARE ENCOUNTERED DURING THE EXCA NATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER .NOTABLY FROM 44014 Cycle 1.10 <' 115g cycle pro vide ) FG 14.3 2a 3 >G THE DEEP OBSERVATIOM HOLE LOG, CONTACT A & M LAND SERVICES AND TOWN BOH BEFORE PROCEEDING. 5) ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR, 0. 46 x 250 ft = 115 e cle .> 110 c cle g/ g/ .Y / ,� 6) ALARM MUST' BE LOCATED IN THE HOUSE' 14.0 P0'� NOTE' id') CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES: PRIOR TO CONSTRUCTION 13.3 Plastic Chambers ,buried over 3' deep .must have a physical "H-eO" ,stamp 17) CHANGES OR REVISIONS' TO SEPTIC DESIGN REQUIRE NOTIFICATION p ..�' P _ .�3alo ya.t�c y_ C'alcula I(?.12,5 on the units, TO A & M LAND SERVICES AND TOWN BOH FOR REVIEW AND APPROVAL 1500 H10 Mono �'allk 7 8" bv,, 4 - 8" �X 18) CONTRACTOR SHALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST Blocks o F G 18.0 Blocks � f, iI 24 = 48 HOURS PRIOR TO INSPE'CTION(S). Water Up 3 4 x 5.67 x 10.5a0 x 62.4 C l FT = L3r t 18 0 �12 j"� 19) MAG'NETIC TAPE TO BE PLACED OVER ALL COMPONENTS ACCESS POINTS. Tank'(MOW 7.10 Bot 3.46 = 3 64) wt = 14-4S0 � Cross e c t1 o n A -A Soil.'(1..3 x5.67'X10.5)-- 10.4 ft ,2 rlsers)x1OO1bs/,t't3 5,860 # 4 C Plate o�764 N. T.S. �2.0 Total Down 17,340 f F.G. 10,O EL 20.3 17,340 lbs down > 13,523"lbs up L C: .Flan 'y 16.7 N/F .2D976A 8" Peastone 8" Peastone Fr, 17.5 1, 000 .H1O Mono Tank Town of Barnstable o Base 8.7 Base 16.0 Bk, 22405 Pg: 47 ®- N �' 14.3 FG 14•6- Top 14.03 Top Re Wall Water up 3 8 x 4.83 x 8.5 x 6ti?4�/CU FT Bk. 19637 Pg. 263 o Joseph Carol EL Top 3.53 See Detail -100 75 L � ` DeFranco „ I CERTIFY THAT I AM CURRENTLY'APPROVED BY THE DEPARTMENT OF Tank MGW 7.1 Rot 3.21 = 89) wt = 8, (� 6 ` ^ i (Yeas) + t 29 Willow Street ° 1.3 Bot 12.70 EAWRONMENTAL PROTECTION PURSUANT' TO 310 CA4R 15.017 TO CONDUCT Fend L Bottom t o.m Retaining to in a.11 Ton Re t a i nin 97a 11 �� !j+C SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED Soil•(1.5 x4.83'x8,5)-(17 aft 2 risers)xlOO1bs/ft3 = 2,890 ro0) (r1,4 Fo 1I Waltham, MA D2453 J_ I Bot 12.20 P BY ME CONSISTENT �'1"IH THE REQUIRED TRAINING, EXPERTISE; AAD EXPERIENCE -�-- eeJJ i (N. T.S) (N. T S.) Q� Bo t tom Trench DESCRIBED 1N 310 L"MR 15.017 1 FURTHER CERTIFY THAT THE RESULTS OF MY Total Down 1I,1�30 � NGVD DAT SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, Map 207 Parcel 83 �`� Trench ARE ACCURATE AND IN ACCORDANCE WITH 310 cMR 15.100 THROUGH 15.107 11,130 lbs down > 9,9�q lbs up F G. 10.0 ., ?- l � ',. 5'9.35 - �•.a.. tt ` Cert. 187156 34 s8`• s4 Map 207 Parcel 084 _..._..._ pit ., , ,\ - ^} 16" x 34 x 75 H2D ADS 1600 Units -,._ _mama_, -. .,e �}�� , NOTES;• Bot Re Wall ( ) -,. (tzar) fa8} " „'�` , ; (zo.1) �_-„°w � two Proposed PROPERTY L1NE5 TO BE S"TAI�EI? OUT BY REGISTERED See Detail G; .Parcel not P; thin Zone 11 Contribution TBM.NL iz so SE 1 T � �` SAS LAND SURVEYOR PRIOR TO CONSTRUCTION a_ .-_ ` _ \,h1 . • O EDTdrARD A`STONE CERTIFIED SOILEvALtIATOR Zone• RC - ��� Pro�i3osed Pro . ._� Min Area 43,560 S Ft. _ D-BQx DEEP OBSERVATION DEEP OBSERVATION DEEP OBSERVATION 2Q, Gal �.� .____mama_ ______..._ Y2', f/ Frontage •� _`� - - i O O (� Min Tank- HOLE LO HOE G 'HOLE # # # Min IN1d th 100 p ` _ -� •r , Hob Test Hole 1 Test Hole 2 Test ate 3 '• ' Gra vel 1911 so, 4� s ` . e 1 r �Qll 2�0A1`.. j sec (EL = 20.3 ) (EL = 16.0 t) (EL = 14.7 f _. .., g. Pl Bk, 140, Pg 33 �y � �/� 1+ ``� �, P re{`(!S --.,� '"try "••_,, k"S� a��e,:,; ( $,G• g D h Soil Soil 8oa1 D .Soil... l' / o n rOpOS�Cd >. e �A _. 9�) leV en Sail Sail D h ev Soii oil .O o " Horizon Textu} Calar ) (USDA) ( ) ( ) ( ) �•}} in Horizon Texture Color Horizon Texture G'alor .F'rOn t �{./ e. ft ft) tft) ' 1,��©,. Gal �., ,, A.�a 15.D 'T's ��, (USDA (Mansell USDA Mansell USDA Mansell 1 ! P-T&Ilk o `a ?o¢ '.. o _ 8„ 19.6 A O a 6 15.5 A o � 6" 14.2 A ' ('� Qr� �• N`F LOAMY SAND 10YR4/3 LOAMY SAND 10YR4/3 LOAMY SAND IOYR413 Sidi, 10 Is:4) ` �_ (lbs Yale Yen C x re ~. 7.5YA5/6 �S `,g01 __ ._. '-.__ _ _ ,'a �°: 3 • O , 0 , ;, ` Diana GBC)1'�E' 8„ _ t2" 19.3 ,E LOAMY SAND 10YRb/1 6 - 2B t3.7 .8 MEDIUM SAND 7.5YR5f6 6 -- 20 t3'.0 B MEDIUM SAND .Rec'�1" .IO _ ri��: r,ix,: .. _._. � ------_- _ '�. � , a.,.; ti. � b, ., ...� ., g•6) a- _ ti. „,. _ (t2.2)4 tbA awl ` (1 121 Plymouth Street r2'• - 30•• 17.8 B MEDIUM SAND 28'• f26" 5.5 C MEDIUM COARSE 10YR7/6 20" - r20" 4.7 C MEDIUM COARSE IOYR716 Tr 10YR7 6 SAND SAND Owner of Record ( { p ^*,,mot - Holbrook, MA C12343 ,�o" - r.�2°1 s..S C xEDIu,� COARSE 1oYR7,'6 Slab. , '�, ^" 4 �'/t � `` { �$ tt `" •� ���r6�ti tzf \ t rOp• SAND - t`�`�./ ,-, Bk 5795 P . 3t8 Ernest A & Marjorie B. nitma:n J` -. �g•i} I % `^ r` 4y o'' y D' (1�3) ��� ©�` Deep Obs Hole Date: 2f25/10 Deep Obs Hole Date: 2/25/10 Deep Obs Hole Date: 212510 Stone ' Soil Evaluator: ED STONE Soil Evaluator. ED S•TUNE Soil Evaluator: ED STONE Remove�\ Struclyd '.� j� , Witnessed By. D. STANTON Witnessed D. STANTON Witnessed Ik STANTON Deed Reference '"'Mc not She6 r^+ G7 �, Y D7" > 0 )rail tt_ 9 61 Perc Rate: Perc Rate: < 2 MIN IN ® 54" (11.5) Pere Rate: r� Cra wl `7 Imo'r~--- ` I1 Blf 10�%' P lxcJ ,�'- ,, Soil Survey Iieseri tton: CARVER Soil Survey Description: CARVER Soil Survey Description: CARVER ` ✓,'� ? I } Ma 207 Parcel 116 9 p p , Space $' ,, �,, N J � .yf p Geologic Material: ctacaat avreeasa arorxa Geologic Material: caacraa ovrrraszr Moiaraatuz Geologic Material ClacrAL ovrrasx xonrsarrra ,Pa Tied `�. �J 4 Bdr <, 0 U �.,, 4✓r ;( (e.8) -,,.- f ~ `' Depth to Standing Water: NA Depth to Standing 'dater: 124" EL s 5.7 Depth to Standing Water: 108•` EL g 5.7. ' _..� Fema Ma Ref. D/W , Bldg ,�329 �. 4J' { Depth to Weeping Water; NA Depth to Weeping Water: NA Depth to Weeping Plater: ,�l,�y �/� r'1 Pump and R Ex: C49SSPOOI / Depth to Mottiing(Color); NA Depth to Mottling(Coior): NA Depth to Mottling(Color): EL = .0 50Vd11 OOV 1J 1D 6 Reloaete .r'd' r t1e $ Est Seasonal High GW: NA Est Seasonal High GW: = 7.0 Est Seasonal High GW: 7 f J ¢` USGS Observation WeIL• MIW29 USGS Observation WaIL OBS MIW29 USGS Observation WeIL• OBS IW29 (2010) ,t ry �r� 1 �1 ...._.... mama. �. i!trd Plumbing ~``^ , PRf?POSET 0o.10 \`� \, Date of Last Measurement: NA Date of fast Measurement: Feb 2010 Date of Last Ahasurement: Feb 2010 Zone A10 712192 EL 11. V JV ommen s e:oa; Ft4nmy F"hw Ommen s. ex one dj Comments: Index 7.0 Zorm 1,3 Asd, ;� "^, ff 70 Z D' 13 A 4 , 1 gas A Found I if .. 06 S.B. f .a , v f 1 Ise) 1a.4) o sl,Ea r A 082 � • DESIGN 1�1� �'.� 2) ASSESSORS MAP 207 LOT ' Pump and Fill E;k Cesspool ^,,, - .----' t Pro Silt Per Title r54 i Number of Bedrooms: 1�ence • *'` Garbage Grinder: O ____- � ~• 7 ._ _ tams) Area �= 1, �� ACI'uS / Design Flow-, . O, ( ,pep l C upgrade Repair Plan 110 Gal R Da x plumber of BR CO __.._-mama. "ti� •/ �• Septic Tank: 1 �J00 Isms) ``-... �.-- .. ''`� Map 207 Parcel 081 ' In ---'~- ( )� Bk. 14136 Pg 174 (Minimum = Design Flow s 200`) Gal SH OF MgSS9c :~ Almama-_ Barnstable, � y, - __ g s P1 Bk 3 DA J 1�c c t,/� % 44 Pg 85 Pump Chamber: 1,000 0`' ae`. ry --- (a 7) % Leaching Area: Gal v PINTO , _ CIVIL `^ Located A.t _ - -----�`- (12 U is x 75"/12" + 2 x 14"/12" x 7.9 SF/LF) = 611 SF •Q No.46504 / � 611 SF x 0.74 = 452 GPD �o ��tSTEF'�4 �' �9 South Main Street y A8 A fi ° S/aNAI Locus Map .a) (bag) ` `--_, A�� 45 44t? 12 Ce.n terrine, �. � '6 N. 7:,S. 1;� 4) ..` GPD Provided -� ,____ GPD Required = ^,r..,_ GPD Reserve �1 Applicant B MAXIMUM 6. PFEASIBLE COMPLIANCE" xjiA OF Ernest A & Marjorie B. Whitman Route 28 Long { 1.) VARIANCE TO THE __1q_- SETBACK BETWEEN THE EDGE OF THE SAS fl�� EC) RD oy� ° O Pr bsl ( �) AND THE EASTERLY PROPERTY LINE. A ��''�9� SETBACK IS PROVIDED. ��� ���� �1 �1"e e d Pine �roo� (s.z} A 4, & 1 VARIANCE 1S REQUESTED (310 CUR t0 211(1)) ,� STON � ° �y ,Stre�'t Map 207 Parcel 137 A �?) VARIANCE TO THE �_? � SETBA��EETWEEN THE .LEDGE OF THE SAS �,��° $9 ' Cen terVille, MA 02632 AND THE EXISTING BUILDING. A SETBACK IS PROVIDED. �a � Bk. 14136 P 174 0 _,. . _-_ �o s � >, , g A _8.5 VARIANCE IS REQUESTED (310 CYR 15.211(1)) N Mao SCALD -= 20 DATE., •1 fa rnch 1'1, 2010 ' !� RE v Aril 27 2010 JL 3) VARIANCE TO THE __1D0 SETBACK' BETWEEN THE EDGE OF THE SAS !b AND THE BORDERING WETLAND. A ---85_- SETBACK IS PRO VIDED. A �I p VARIANCE IS REQ UESTED TO wn of Earns to ble E-Code s 3'60-1 PREPARED l3Y' - M� Land use °�Vl es * LOCUS 4.) VARIANCE TO THE __1®© _ SETBACK ,BETWEEN THE.PROPOSED'PROPOSED SEPTIC TANK M - AND THE BORDERING WETLAND. A -TT 2Z t- SETBACK IS PROVIDED. 618 Man Street t Unit 3 ' 0�� ��� ti _ A _ �_ VARIANCE' IS REQUESTED Town of Barnstable -Code 360-1 West Ya l'.12'1 o u th, MA 02673jJ � cu ti 5.) VARIANCE TO THE �._T�. SETBACK BETWEEN THE PROPOSED PUMP TANK' Ph. (508) 737�-1777, or anmland(PCorncast,net �. - el - _ AND THE BORDERING WETLAND. A __- 71'_ SETBACK IS PROVIDED. A � � VARIANCE IS REQUESTED Town of Barnstable E--Cade 360- 1 n ti� GRAPHIC SCALE Craigville �,5� NOTE - 6) VARIANCE TO THE SAS DEPTH BEING GREATER THAN 3, H2O UNITS ARE .PROPOSED. k� (310 CMR 15.221(T)) 20 0 10 20 40 so BVW flagged by Brooke Monroe 7) VARIANCE TO THE INLETS• AND OUTLETS ON THE MONO SEPTIC TANK AND PUMP CHAMBER of Pine brook Consulting 310 Sandwich Street .Plyrna u tb, MA BEING LESS THAN 1,2" ABOVE THE HIGH GROUND WATER ELEVATION. Centerville Harbor 310 CUR 15.227(5)) FACTORY BODT S on or about February 15, 2C110 ( ( ) AND FACTORY WATERPROOFING PROVIDED ( IN FEET > 1 inch = 20 ft. bwg. 10L2dwg Route 28 L ong she et LOCUS ��'nd, 0209�� / Q"4c & T to C) tz, Cra jg vIjje Centerville Harbor fV Locus Map �11 N. TS. 00 (01 of 236.236.53 C� Land Court Plan Fn d 20976A IP Pjan Book 140 Pg- 33 ASSESSORS MAP 207 LOT 082 Praperty Line De tail Plan in Barnstable, MA Located At SAS 329 South Main Street Loc 11,4 Ts Centerville, MA 02632 I/ Slab Shed Applicant Ern es I A & Marjorie B. Whilman 4 Bdr 'EM g #329 329 South Main Street TCF 10.6 Centerville, MA 02632 SCALE: 1 ' = 20 ' DATE: May 7, 2010 GO PREPARED BY RD Locus Fn d �­ il A & M Land Services Stone A.. Bound 618 Main Street Unit 3 No. a West Yarmouth, MA 02673 Ph. (508) 737-1777 or anmland@comeast.net GRAPHIC SCALE 20 0 10 20 40 80 IN FEET 1 inch = 20 ft.