Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0234 SCHOOL STREET - Health
LCo 6g3chool. Streettuit = _020 065 f ' 1 i TOWN OF BA.RNSTABLE SEWAGE # d —© VILLAGE i'f ASSESSOR'S MAP & LOV500 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �1® LEACHING FACILITY: (type) 4 (size) NO. OF BEDROOMS S BUILDER OR OWNER KT46&Y,& <C—&ZJi9eV PERMTTDATE: Z 21� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 30 66 l � c 60-0 J � No. . �D / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTAB.LE, MASSACHUSETTS Yes Z plication for �iopaal 6potem Con5tructiou Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. #-ner's Name,Address,and Tel.No. Assessor's Map/Parcel . O S C-9c-51 �� 110S Installer's Name,Address,and Tel.No. 19ko i ep- �t, Designer's Name,Address and Tel.No. � - 8ab31 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 3 Nature of Repairs or Alterations(Answer when a licable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of - Compliance has been issuAbbyth' HethSig / /®9 Date ` o0 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued J 'fl/ . - . � .. .»�..,;ti„•.,, � Y ti.J7.^�VI""6+..,'.V.'..r..t• , "^^"".11l`a "+7i^rr. . •u y ",.r�;� rtY- :�.._N, . . 4� .r No. D — Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpprication for Mizpaal 6pgtem Con0truction permit Application for a Permit to Construct O Repair O Upgrade O Abandon O ❑Complete System ❑IndiviLal Components •� r Location Address or Lot No. �wner's Name,Address,and Tel.No. t Assessor's Map/Parcel Q U J �• $ I►OS .IM.i��s�'►�N2. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 4 ,Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil �r Nature of Repairs or Alterations(Answer:when applicable) 1 Date last inspected:r Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of a �` Compliance has been issued bythis Bo r of,He th. /OF ~'-Signef Date Application Approved by Date 4< - h ,Application Disapproved by: Date 'for the following reasons > Permit No. Date;Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 1 Certificate of Compliance THIS IS TO CERTIFY,that the On-e Sewage Disposal SysTm Constru t�d)l ( ) Repaired ( Upgraded ( ) Abandoned( )by yV r ' atSOW has—been co tructed in a co dance\ � - with the provisions of Title 5 and the for Disposal System Construction Permit No. [/ (/ dated Installer Designer #bedrooms �� .�., mow;,:, Approved design flow gpd The issuance of this p(;rmi shall of be construed as a guarantee that the system'itktion as designed. t' Date Inspector /, " 44�;J� Ji, r " r v --------- ' ------.----- ---. -___--- �-------� No. V Fee— HE COMMONWEALTH OF MASSACHUSETTS s PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwi5po5al 6p5tem Construction VCrmit Permission is hereby gr%ed to gonstruct ( ) Repair (X) U grade -)--Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty ` to comply with Title 5 and the following local provisions or special conditions. Provided: Constru ion list be completed within three years of the date of this e it. �-- Date Approved by Ft"erg Town of Barnstable 0 AB Regulatory Services 9cb Al Thomas F. Geiler, Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 DATE: NUMBER OF PAGES TO FOLLOW: TO: FROM: Q. ,IAl PHONE: PHONE: (508)862-4644 FAX PHONE: �j� .. FAX PHONE: (508)790-6304 cc: NOTES/ OMMENTS: a a p �a Q:Tax Form.doc Town of Barnstable °Ft"E rtir.RegFulatory Services Thomas F. Geiler, Director g Public Health Division 039. �0 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 8-Z9-o 7: Sewage Permit# Zoo&-04Z Assessor's Map\Parcel ZO Designer: t/G e U r Ins taller. ✓ r o�n D � Address: t7e �P Address: !'o�e �� C[er.�e OF On U Z- 0 7 Zoo d was issued a permit to install a (date) (installer) septic system at 00 based on.a design drawn by (address) c, k e e Sv✓✓e dated 1 Z 3 Zo (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 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,-ups ected and the soils were found satisfactory. OFa 8 U C E . G. a is Signature) 1iul pm J N Q.749 !8TE f (Designer's Si n ure) (Affix Designer Stamp Here)' 'PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc ILL._,- .ti. ♦ f' Iw- p,, M ^ .�• ,-' a1-3�.T. a�-•f � f� _ .. "~ �� : .. � ^- �_-.,, �f`'�`•:, ` -. �� "ram ' •.. _ 'J• Jf 3 - _. , Y'/ - ri M W T• r �T, C. `. �} �j'�,Y�'/�M'. m;p tit ''_�1►h. - �.a s.,1- a'- "�`a �:'. � �" � :k! r�t ��+..':;�• ,sn. gar., . ,} .r w1r• � � `ry�-. J taw, �sf}•ti l a - 'r yA Yll ,e: d ;� 4- •+`� .�. J No. �V — V-1 r; FEE S�_ COMMONWEALTH OF MASSAC14USETTS Board of Health, ?��- ✓WC f" ll- , MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for 22L Construct( Repair( ) Upgrade( ) Abandon( ) - ❑Complete System U-frrdividual Components Location SC,400L t ee- I - - Owner's Name Map/Parcel# ?�® S Address Lot# Telephone# Installer's Name Designer's Name YA�/i-irP SQ"Ve o n S o Cr Q l y Address /Vf Address -,/p h a S�-,� jQ , /''►�'9/�,SS /�1 L+l. Telephone# Telephone# S"o8- zo �3-- OG Type of Building Lot Size sq.ft. Dwelling-No.of Bedrooms Garbage grinder #0 Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) '3 3 gpd Calculated design flow -3 Design flow provided 3 7 gpd Plan: Date Number of sheets Revision Date Title S 0If (-4At.JD Description of Soil(s) S r e a A-• `` Soil Evaluator Form No.P# Name of Soil Evaluator trw e" o Y e Date of Evaluation ' -1 7- O`— DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigne ees to inaall t above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a e t t e s in o ration until cate o PCOMp'ance has been issueo by the Board of Health. Sign Da - gill: lop Inspections ,No. �Wp V-1 �'�y}, ��. � tt9'r re Q ,.wawwr;'t FEE ALTH OF � L 'Board-of Health, I � APPL ATIONOR DISPOSAL SYSTEM CONSTRUCTION PERMIT � t Application for a�e i to Construct( Repair( Upgrade( ) Abandon( .- '❑Complete System D-Y"dividual Components f Location - - 5C4oO4- s'r'r@T-(J-L, j4 Owner's Name 4 t K Map-/Parcel# 210 /G S Address Lot# Telephone# 'A a Installer's bNa�me �d� Designer's Name Auht-e sQ {-60 A S Q CrIa a?k' Address r< /�/l ' a v Cf �'!�� j Address 'y0 �► �S� J2 (, /'1✓4/eS � I LU V w ,Teleplio e# �� '- ri !��t�/ Telephone# s0�j- `/a T Type of Building 1 J Lot Size . sq.ft. Dwelling-No.of Bedrooms 3 , 'Garbage grinder (JA�o .11OtherType of.Buildng No.of persons Showers ( ),Cafeteria ( ) 0Othe:.Fixtures 1 � Design Flow`(min.required) 7330 gpd Calculated design flow J Design flow provided 3 Y 7 gpd t tP�D e _ a Number o ee ns, A Fteft },rRevision Date y ;, t"• ` Title S t�e C/4 IV 01 C �4it� 16 �t / 1' ¢ ' Description oU?il(s) Sri tiw / 1 Soil Evaluator Form No.P 7 Name of Soil Evaluato f;! rt o,, le Date of Evaluatiori 7� Oc ' a DESCRIPTION OF REPAIRS OR ALTERATIONS �r �. •fir . � � 1 � , The undersigned agrees to install above described Individual Sewage Disposal System in accordance with the provirsions of TITLE 5 and t {, further agree .t l�t to 1a e e %in o ration until .Certilica e o ompliance has been issue by the Board of Health. Signe.- Da .� l . A)u — r`i^Sp� l^J (�� Inspections y' ! t � r ... No. / ` i.. FEE ,7 COMMONWEALTH OF MASSAC14NTTS 44 Board of Health, I a C.c.010 S�� ( F MA. { t CERTIFICATE OF COMPLIANCE Description of Work: ❑Indi dual Component(s) g Complete System 1 The undersigned hereby certify that the Sewage Disposal System; Constructed (Repaired„.(,,,),Upgraded ( ),Abandoned O by: I at a 3;t, has been installed in accordance with the p#ovi ions of 310..CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application:No. 001)(-042 , dated J I?Ab Approved Design Flow 7 (gpd) g Installer + ( \ DesignerV/3Nkr4 664 S"r"VYaltf Inspeo or: Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 00 "D L�� ` FEE C'OMMONWEALT14 ®f MASSAC14USETTS ' ' Ct/IIt S /Wit."!/P s Board of Health, , MA. DISPOSAL SYSTEM CONSTRUGION'PERMIT Permission is hereby granted to; Construct( Repair( ) Upgra" de( ) Abandon( ) an indi-,ridljal sewage disposal system at as described in the application for Disposal System Construction Permit No.�00 6-OLIR , dated 17 . Provided: Construction shall be completed withi three years of the date of this per, it. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 7 U Board of Health 1_J� �l/V r ( / V 14 - TOWN OF BARNSTABLE LOL H`i;ON 232 School Stree SEWAGE # 3/2 5/0 3 4+. VP.''..AGE Cotuit,Mass. 02635 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.J.P.Macomber Jr. Inspecti an SEPTIC TANK CAPAC=1 -1 000 gallon tank- 1 -Di s ri hi ti on box- LEACHING'FACILITY: (type) 3-infiltrators (size) NO. OF BEDROOMS 3 BUILDER OR OWNER Jackie Clausen PERMITDATE: Inspection COMPLIANCE DATE: 3/25/03 Separation Distance Between the: r Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet f Icachi 'fa��i��� Feet Furnishc�y - \1a a } PP j oc� Miorandi, Donna From: Deborah Gehrke [djgehrke@fas.harvard.edu] Sent: Friday, September 21, 2007 1:48 AM . To: Miorandi, Donna Subject: check it out I Donna try these photos again. Hope this works! if not I have made prints and will be in Cotuit on Friday. - Thanks for watching out for us. We could use all the help we can get! We ,were so excited to move to Cotuit. . deb ><http://www. kodakgallery.com/I.jsp?c=wOg4ekc.5jeu,k75s&x=1&y=-ozkg44> >Click to view my photos >Cotuit Disaster >(1 album) >[] > You're invited to view my online photos at the Gallery. Enjoy! >- Lindsay ><http: //www.kodakgallery.com/I.jsp?c=wOg4ekc.5jeuk75s&x=1&y=-ozkg44>Vie >w ' >photos >Sign-in and be rewarded! Sign-in before the >slideshow and get a special offer at the• end! >Not a member yet? ><http: //www. kodakgallery.com/I.jsp?t=ShareLandingReg.jsp&c=wOg4ekc.5jeuki5s&x=1&y= ozkg44>Get >20 FREE 4 x 6 prints when you join (most current) when you join! >If you can't see the pictures in this email, >click here to see it in a web >browser:<http: //www.kodakgallery.com/I.jsp?c=wOg4ekc.5jeuk75S&x=1&y=-ozkg44> http://www.kodakgallery.com/I.jsp?c=wOg4ekc.5jeuk75s&x=1&y=-ozkg44 > > , >Do more with these photos! >Buy Kodak prints >Create a collage > >Create a mini photo book > >Create mugs ><http://www. kodakgallery.com/I.jsp?t=PrintsOverview.jsp&c=wOg4ekc.5jeuk >75s&x=1&y=-ozkg44>Buy >Kodak prints ><http://www. kodakgallery.com/I.jsp?t=CollageOverview.jsp&c=wOg4ekc.5jeuk75s&x=1&y=- ozkg44>Create >a collage ><http //www. kodakgallery.com/I.jsp?t=MiniBookOverview.jsp&c=wOg4ekc. 5jeuk75s&x=1&y=- a ozkg44>Create >a mini photo book ><http://www. kodakgallery.com/I.jsp?t=GiftStoreOverview.jsp&c=wOg4ekc. 5jeuk75s&x=1&y=- ozkg44>Create 1 Y u >mugs > >Can't see the images, text or links?Read above . >on how to view this in a browser >11 >11 >Questions? Visit ><http: //www. kodakgallery.com/Help.jsp>http: //www.kodakgallery.com'/Help.isp. >©Kodak, 2007. All rights reserved. J ` - r . F 2 y r Miorandi, Donna From: Lee Gehrke [Igehrke@MIT.EDU] Sent: Thursday, September 20, 2007 9:29 AM To: Miorandi, Donna . Cc: djgehrke@fas.harvard.edu 234 School Septic Plan.ppt(1 ... Dear Donna, Thank you for your help with our situation at-234 School Street. Prior to purchasing the home, I asked for a septic plan map. The' pdf file that is attached is the plan I received from the realtor, Cindy Reilly. I thought that the septic tank was the symbol on the map with the. three circles on it (to the right of the front door as one looks at the house) , and between the house and the . driveway. I assumed that the part below the driveway is the leaching bed. . Is that .right? We would be grateful to know from you if what exists at` the house is what was represented to us by the seller's agent. Many thanks, Lee Gehrke 1 KE �ITti Town of Barnstable Building Department - 200 Main Street = • * Hyannis, MA 02601 MAS&9� 1639. .��' (508) 862-4038 Certificatef o Occupancy . . TEMP C00 Application 90379 CO Number- 20070208 Parcel ID:3 020065 CO Issue Date: 08130107 Location: 234 SCHOOL STREET Zoning Classification: RESIDENCE F DISTRICT Owner: SCULLIN; JANICE J. `Proposed Use: 160 COMMONWEALTH AVE #405 BOSTON, MA 02116 . Gen Contractor:- PROPERTY OWNER Permit Type:. RES TEMP CERT OF OCCUPANCY Comments TEMP CO GOOD FOR 60 DAYS.—EXPIRES 10/30/07 Building Department. Signature y Date Signed.` _ ECEIVED DATE :_3/25 03___- PROPERTY ADDRESS:232 School Street APR 2 7 2003 Cotuit MaSS. Tf/�°�U 7F t//����/j�� ABLE -- -�— -------------- � L(J(%G�PT. 02635 On the above date, I inspected the septic system at the above address. This system consists of the following; 1 . 1 -1000 gallon septic tank. 2. 1 -Distribution box. 3. 3-Infiltrators. Based on my inspection, 1 certify the following conditions: 4 . This is a title five septic system. ( 78 Code) 5. The septic system is in proper working order at the present time. 6 . Pumped the septic ,tank at time of inspection.Heavy scum and solids layers were present. 7. The infiltrators are presently dry.No inspection ports.Dug down to the stones. (dry) , SIGNATUR ; Name : _ J ._ P . _Macomber .Jr . _ Company : ,�g�g�h ��_Ms3�4m�2€r 8_ Son Inc . Address : ............ __C-e_rUerYLLLP,,_ Da_-u-632-0066 Pnone : 508- 775_ 3338 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY IOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools•Leachf told s Pumped & Installed Town Sewer Connections P.0 Box 66 Centerville, MA 02632.0066 775.3338 775.6412 • i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION i t TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:232 School Street Qatuit.Mass - 02635 Owner's Name)7ackie C ausen Owner's Address: Same Date of Inspection:3 25 03 Name of Inspector: (please print) Joseph P.Macomber Jr. Company Name:J.P.Macomber & Son inc. Mailing Address:gc)X 6 6 02632 Telephone Number: 508-775- 338 CERTIFICATION STATEMENT I certify that 1 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 traiping and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ZVPasses -_ Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails �f Inspector's Signature: �' %� ate: :ag The system inspector shall s it 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. Notes and Comments ****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. r Title 5 Inspection Form 6/15/2000 page I Page 2 of I 1 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 232 School Street Cotuit Mass. Owner: Jackie a Date of Inspection: 3 2 Inspection Summary: Check A,B,C,D or E/AL__.W�complete all of Sectloe D A S tem Passes: W I have not found an in format• n which indicates that any of the failure criteria described in 310 Clvgt 15.303 or in 310 104 exist. Any failure criteria not evaluated are Indicated below. Comments: system is in proper working order at he ime. B. System Conditionally Passes: /Ud 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. Answer yes,no or not determined(Y,N,ND) in the for the following statemen explain. ts. If"not determined"please _j 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 existthg 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. N'D explain: t16 Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s)..The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of I I �r OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address232 School Street Cnt-11i J- M;; Owoer: Jackie Clausen Date of lospectioo: 3/25/03 C. Further Evalustioo is Required by the Board of Health: kL) Conditions exist which require further evaluation by the Board orHealth in order to determine if the system is failing to protect public health, safety or.the environment. 1. S.stem will pass unless Board or Health determines In accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a maooer wbich will protect public bealtb,safety and the environment; Cesspool or privy is within 50 feet ore surface water Cesspool or privy is witbin 50 feet ore bordering vegetated wetland or a salt marsh 01 2. System will fail unless the Board of Health (and Public Water Supplier, irany) determines that the s.�siem is functioning in a manner that protects the public health, safety and envlronment: /t)D 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. A0 The system has a septic tank and SAS and the SAS is within a Zone 1 ore public water supply The system has a septic tank and SAS and the SAS is within 50 feet ore private water supply well. . • / The system has a septic tank and SAS and the SAS is less than/100 feet ut 50 feet or more from a prvate water supple well+' Method used to determine distance This system passes if the well water analysis, performed at a DEP cenifted laboratory, for eoliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no ocher failure criteria are rriggered. A copy of the analysis must be anaehed to this form. 3. Other: ' f f r . Page 4 of 1 1 OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:232 School Street Cotuit,Mass. Owner,7acki P C'1 ausPn Date of Inspection: 3 f 2 /0 3 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 �j �i�7-Mzo'-S c' XVy'7 _ squid depth in cesspool is less than 6"below invert or available volume is less than 1/2day flow : Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_L.7,-4 X ac AiY — � y portion of the SAS,cesspool or privy is below high ground water elevation. �y 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. _ 3' �An y portion of a cesspool or privy is within 50 feet of a private water supply well. y 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) Vz) (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. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no 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 li the system is located in a nitrogen sensitive area(I.nterim Wellhead Protection Area-IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department, 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 232 School Street Cotuit,Mass . Owner: Jackie Clausen Date of Inspection: 3/2 5/0 3 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No N 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 ? H the system received normal flows in the previous two week period? _ZHave large volumes of water been introduced to the system recently or as part of this inspection ? V- — 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 r/ Was the site inspected for signs of break out? Were all system components,Acluding 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 f/ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems ? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes ono '. 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(3)(b)] a 5 Page 6 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 232 School Street Cotuit,Mass . Owner: Jackie Clausen Date of Inspection: q/2 5/o i FLOW CONDITIONS - RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): A)W av G' Number of current residents: Does residence have a garbage grinder(yes or no):ti'D Is laundry on a separate sewage system (yes or no):VP [if yes separate inspection required] Laundry system inspected(yes or no):AL/S Seasonal use: (yes or no): -*s Water meter readings, if available(last 2 years usage(gpd))2 0 01 —2 9, 0 0 0 ga 1 l on s= 7 9 . 4 6 GPD Sump pump(yes or no): VP 2002-44, 000 gallons=1 20. 55 GPD Last date of occupancy: COMM ERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):1 Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no):A)A Water meter readings, if available: X14 Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: ,/y'e "Ikllt'12.4416 Was system pumped as part of the inspection(yes or no): YfS If yes, volume pumped: gallons--How was quantity pumped determined?, W( -'/,A& Reason forpumping:Heavy scum & solids layers were present. 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/Altemaiive technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) )Tight tank /0 Attach a copy of the DEP approval /1)d Other(describe): i( Approximate,pee of all components, ate installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):/_.b 6 Page 7 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) ' Property Address: 232 school Street �'C]tl]lt�MaRG _ OwnerJackie Clausen Date of Inspection:3/2 5/o 3 BUILDING SEWER(locate on site plan) �I Depth below grade: Materials of construction: ast iron 20 PVC Mother(explain): .Uf Distance from private water supply well or suction line: Id';'' Comments(on condition of joints,venting,evidence of leakage, etc.): Joints appear tight.No evidence of leakage The system is vented through the house vents. SEPTIC TANK:Zlocate on site plan) Depth below grade:_ // Material of construction: /concrete 4!d metalt,0fiberglassnapolyethylene /U�ther(explain) 45— If tank is metal list age:, Is age confirmed by a Certificate of Compliance(yes or no) ' (attach a copy of certificate) Dimensions: 'FZ' + 4 �/j Sludge depth: (� Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bolt of outlet tee or baffle: _ How were dimensions determined:&.011d xT Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of.leakage, etc.): Pump the septic tank every 2-3 years Inlet & outlet tees a-rQ i n nl arP ThP tank i G Gtru t era l l y --,o >nd and Shows no evidence of leakage.Pumpec tank at time of inspection. Heavy scum .& solids layers present. GRENSE TRAI (locate on site plan) Depth below grade: Material of construction: concrete./ metal,I�Lfiberglass��oIyethyIene mother (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: .V,4 Date of last pumping:_Ay_ Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): -Grease trap is note resent '4 7 Page 8 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 232 School Street Owner: Jackie Clausen Date of Inspection: TIGHT or HOLDING TAN /-.(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: 10 Material of construction: XIA concrete W,14 metal,44 fiberglass,04 polyethyleney4 other(explain): Dimensions: AM Capacity: AIM _gallons Design Flow: 1f114 — gallons/day Alarm present(yes or no): _t)h Alarm level:_ j),4 Alarm in working order(yes or no): VA Date of last pumping: A4 Comments(condition of alarm and float switches,etc.): Tight or Holding Tanks are not present. DISTRIBUTION BOX: t/ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: X)O 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.): Distribution box has one lateral No evidence of solids Qarry over.No evidence of leakage into or out of the box PUMP CHAMBER,(/ (locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): Piimp rhamhPr is not prpGent 8 Page 9 of 1 1 OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 232 School Street Cotuit,Mass. Owner: Jackie Clausen Date of Inspection: 3/2 5/0 3 Zlocate SOIL ABSORPTION SYSTEM (SAS): on site plan,excavation not required) 3—infiltrators in series If SAS not located explain why: r.oca d: See page 10 Type ,V6 leaching pits, number: 0 L leaching chambers,number: '$iA,+'�I,/'A';'jP'5 A,A6 leaching galleries,number: a �0 leaching trenches,number, length: O 4'61 leaching fields,number,dimensions: O /00 overflow cesspool, number: 0 , A26 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.): Loamy sand to medium fine sand.No signs of hydraulic failure ar Pondincr. Soils are dry. Surroun ing stone is normal. CESSPOOLS46,&(cesspool must be pumped as part of inspect ion)(locate on site plan) Number and configuration: Q Depth—top of liquid to inlet invert: AJA Depth of solids layer: Depth of scum laver: Dimensions of cesspool Materials of construction: A Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.): Cesspools are not presen . PRIVY/.(locate on site plan) Materials of construction: Dimensions: Depth of solids: '47 Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy is not present c - 9 Page 10 of I I OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:232 School Street Cotuit,Mass. Owner: Jackie Clausen Date of InspectionQ/2 5/0 3 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 feet. Locate where public.water supply enters the building. 10 Page 1 I of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 232 School Street Cotuit,Mass. Owner: Jackie Clausen Date of Inspection: 3/2 5/0 3 SITE EXAM Slope Surface water Check cellar Shallow wells t Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: ' YES Obtained from system design plans on record-If checked,date of design plan reviewed:3 2 5 0 3 YES Observed site(abutting property/observation hole within 150 feet of SAS) YES Checked with local Board ofHealth-explain:As built card. YES Checked with local excavators, installers-(attach documentation) yF,a-Accessed USGS database-explain:http//town_harnstable.ma,us You must describe how you established the high ground water elevation: lsed: GahrptV R Mi11Pr Mnr3P1 12/1ti/94 rrnunrl water PlPvatinns ahnvP SPA level . Ised: US(-,s' nhsPrvatinn well data ,Time 1992 lsed: USGS'TechniraI h„11etin 99 0001 Plate #9 Annual ranges—nf grnUari ;•.rate s.aanuary 1992 3-infiltrator i ' feet j Groundwater: Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore, the vertical separation distance between the bottom _ of the leaching pit and the adjusted groundwater table is feet. e 11 T.n T•—n•r�+-rr- ewr Inr•ntnrrn+n rnr.r�r.r:•.1r+t+T►+mer�n*.s+w1!nslrr�i Rn .T1'rr-'•-rn--. 1' BOARD OF HEALTH '1'UNN UP Barns-table j r.,_.... SUBSURFACE SF,NAGF DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION I -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRES$ 232 School Street Cotuit,Mass. ASSESSORS MAP, BLOCK AND PARCEL # 020-065 OWNER' s NAME Jackie cladsen PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J P Macomber & Soya Ind'!* COMPANY ADDRESSBox 66 Centerville Mass . 02632 Street Town or City State tIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 ) 790 -1 578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at ®rLecoinmendations his address and that the information reported is true , accurate , and omplete as of the time of -inspection . The inspection was performed and any regarding upgrade , maintenance $ and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check one ; _Z/ System PASSED The inspection t+hich I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 . Any failLire criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which I have con acted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 3.10 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form , Inspector Signature Date ''. 'Q� of this certification must be provided to the OWNER, the BUYER awnecopy her'e applicable ) and the BOARD OF HEAL'I'll. * If the inspection FAILED, the owner or•"operator shall u pgrade ' the system within one- year of the date of the inspection, unless allowed or required otherwise as- provided in 3.10 CMR 16 , 306 . partd . doc Miorandi, Donna From: Deborah Gehrke [djgehrke@fas.harvard.edu] Sent: Friday, September 21, 2007 1:48 AM To: Miorandi,Donna - Subject: check it out Donna try these photos again. Hope this works! if not I have made prints and will be in Cotuit on Friday Thanks for watching out for us. We could use all the help we can get! We were so excited to move to Cotuit. . deb ><http: //www.kodakgallery.com/I.jsp?c=w0g4ekc.5jeuk75s&x=1&y=-ozkg44> >Click to view my photos > >Cotuit Disaster >(1 album) >11 > You're invited to view my online photos at the Gallery. Enjoy! >- Lindsay ><http: //www.kodakgallery.com/I.jsp?c=wOg4ekc.5jeuk75s&x=1&y=-ozkg44>Vie >w >photos >Sign-in and be rewarded! Sign-in before the >slideshow and get a special offer at the end! >Not a member yet? ><http: //www. kodakgallery.com/I.jsp?t=SharetandingReg.jsp&c=wOg4ekc.5jeuk75s&x=1&y=- ozkg44>Get >20 FREE 4 x 6 prints when you join (most current) when you join! >If you can't see the pictures in this email, >click here to see it in a web >browser:<http: //www.kodakgallery.com/I.jsp?c=wOg4ekc.5jeuk75s&x=1&y=-ozkg44> http://www.kodakgallery.com/I.jsp?c=wOg4ekc.5jeuk75s&x=1&y=-ozkg44 > >Ll > >Do more with these photos! >Buy Kodak prints >Create a collage > >Create a mini photo book > >Create mugs ><http://www. kodakgallery.com/I.jsp?t'PrintsOverview.jsp&c=wOg4ekc.51'euk >75s&x=1&y=-ozkg44>Buy >Kodak prints ><http://www.kodakgallery:com/I.jsp?t=CoilageOverview.jsp&c=wOg4ekc.5jeuk75s&x=1&y=- ozkg44>Create >a collage ><http: //www. kodakgallery.com/I.jsp?t=MiniBookOverview.jsp&c=wOg4ekc.5jeuk75s&x=1&y= ozkg44>Create >a mini photo book ><http: //www. kodakgallery.com/I.jsp?t=GiftStoreOverview.jsp&c=wOg4ekc.5jeuk75s&x=1&y= ozkg44>Create 1 . J >mugs >[] >Can't see the images, text or links?Read above >on how to view this in a browser. >[] > >[] > >Questions? Visit ><http://www.kodakgallery.com/Help.jsp>http://www.kodakgallery.com/Help.jsp. >©Kodak, 2007. All rights reserved. 2 , Law Office of Richard J. Reilly Jr. 508.420.1013 128 Route 6A, Sandwich,MA 025 email:richard Ligreillylaw.com Facsimile:617.300.8890 P.O. Box 33, East Sandwich,MA 02537 website:www.rreillylaw.com i 1 July 16,2010 VIA CERTIFIED MAIL 1 Town of Barnstable I n (`' ,� ii hA i i Town Counsel I L' 367 Main Street Hyannis,MA 02601 I JUL 1 92010 TOWN ATTORNEY i I TOWN OF BARNSTABLE RE: 234 SCHOOL STREET,COTIUT,MA R Dear Sir or Madam: } 1 This correspondence will serve as a formal demand letter, sent to you pursuant to ff Massachusetts General Laws, Chapter 93A, .59. Under Massachusetts law, a violation of i Massachusetts General Laws Chapter 93A may entitle a prevailing party to an award of attorney's fees and multiple damages. The violations of Chapter 93A and the.unfair, deceptive and unlawful acts and practices in violation of Chapter 93A relied upon include, but are not limited to, the acts and practices discussed herein. . On or about October 5, 2003,Janice J. Scullin, together with her husband,John Scullin, purchased the property located at 232 (currently known as 234) School Street, Barnstable (Cotuit),Massachusetts (hereinafter the"Property"). In November of 2005 Ms. Scullin was issued a.demolition permit by the Town of Barnstable to tear down the structure on the property. Shortly thereafter, Ms. Scullin was issued a permit to construct a single family dwelling on the property. Ayotte Construction was thereafter issued a permit to install the septic system for the home. The building { inspector for the Town of Barnstable and/or the Town of Barnstable Board of Health . inspected the work and a Certificate of Compliance for the septic system was issued by the Town of Barnstable Board of Health on or about February 7,2006. A plumbing permit was then issued by the Town of Barnstable to plumber Warren Burell, of Mashpee, Massachusetts for the rough-in plumbing work. In the fall of 2006 a new plumbing permit was issued to plumber Steven Ricci, of Sandwich, Massachusetts, to complete the plumbing at the property. The building inspector for the Town of Barnstable and/or the Town of Barnstable Board of°Health inspected the work of both plumbers and closed the permits. { On or about the spring of 2007, Triad Associates, Inc., of Haverhill, Massachusetts, installed a cement driveway on the property. After the home was conveyed as discussed below, it was discovered that the driveway completely covered access to the septic system, and the driveway had to be cut and modified to provide access to the septic system. r E The home was completed in the summer of 2007, and on or about August 9, 2007 a c purchase and sale agreement was entered into-between Janice and John Scullin, as sellers, a and Dr. Lee Gehrke and Deborah Gehrke, as buyers and a temporary. Certificate of Occupancy was issued by the town of Barnstable to allow for the sale of the property, and the permanent Certificate of Occupancy would be issued upon installation of a longer handrail on the interior staircase. n t On or about August 31, 2007, the property was conveyed to Lee and Deborah Gehrke for a sale price of $755,000.00. The following weekend, the Gerhke's experienced major } flooding in the interior of the home, which required extensive remediation to, repair, including, but not limited to, mold remediation, replacement of the first floor wood floors, drywall and plaster repair, trim and molding replacement, and painting. Subsequently it was } discovered that the interior plumbing was not connected to the septic system located in the front yard of the'property, causing.the toilet to overflow for a number of hours while the new owners were out of the house. f On or about March 8, 2008,the Gerhke's filed a lawsuit seeking damages in the amount . of$70,000.00. That lawsuit was settled for the amount of$60,000.00. The Town of Barnstable violated the provisions of. Massachusetts General Laws Chapter 93A by failing to properly inspect the dwelling and negligently approving the t plumbing work as installed. The fact that the plumbing for the interior of the home was not connected to the exterior septic system speaks for itself. Moreover, both the building 4 inspector for the Town of Barnstable and the inspector for the-Town of Barnstable Department of Health had a duty to inspect and insure that the plumbing was installed properly. Both departments were negligent in performing their duties and responsibilities; _ i consequently, Janice Scullin has suffered financial harm. Accordingly, demand is hereby { made for restitution in the amount of$60,000.00. 1 Under Chapter 93A you have 30 days from our receipt of this letter,to respond to`Mr. p Y Y Y p p f & Mrs. Scullin's request. If you fail to do so, Chapter 93A allows for,recovery of multiple damages and the collection of reasonable attorney's fees. Very truly yours, Richard . Reilly,Jr: CR/rjr cc:Janice J. Scullin t, ,t a Page 1 of 1 Miorandi, Donna From: Lee Gehrke [Igehrke@MIT.EDU] Sent: Tuesday, October 02, 2007 12:28 PM To: Miorandi, Donna - Cc: richard@rreiIlylaw.com; Tyler Chapman; djgehrke@fas.harvard.edu Subject: 234 School Street, Cotuit Dear Donna, I'm writing about the septic system at 234 School Street in Cotuit. We would be grateful to have your advice on how to move forward, and we have several specific questions: 1) are new permits needed in order to get the septic system at 234 School Street into compliance? 2) will you approve the use of 45 degree angle connectors from the house to the septic system, or does compliance require that the pipe come straight out of the house and into the septic tank? 3) the septic plan(January 30 2006) states that the pipe leading away from the house is supposed to be 4" cast iron "or equivalent". Is PVC pipe (as is in place now) a approved material for this purpose, or does it have to be replaced? 4) I now have a copy of the "as-built" for the septic system. From my view, it is very different from the proposed plan that was provided to use before we bought the house. The 500 gal leaching chambers are in a different position that would seem to be under the driveway to the left of the house as one faces the house. As I am able to determine from these maps, there is no access to the septic tank or to the leaching field. Does compliance require access to both the septic tank and to the leaching field? Thank you for your time in providing answers to these questions,which will be very helpful in defining our plan. Any information that will help lead us to having a functional and approved septic with a final valid COO would be appreciated. e Sincerely, Lee Gehrke ...............................................................:............. Lee Gehrke,Ph.D. Hermann von Helmholtz Professor Harvard-MIT Division of Health Sciences and Technology,and Professor of Microbiology and Molecular Genetics Harvard Medical School Master of Quincy House,Harvard College mailing address: Quincy House 58 Plympton Street Cambridge,MA 02138 phone: 617-253-7608 fax: 509-357-7835 URL: http•//web.mit.edu/Igehrke/www/index.htmI 1 ............................................................................ j y10/2/2007 a -� Page 1 of 1 Miorandi, Donna From: Lee Gehrke [Igehrke@MIT.EDU] Sent: Friday, September 28, 2007 9:48 AM To: richard@rreillylaw.com Cc: djgehrke@fas.harvard.edu Subject: 234 School Street, septic Dear Mr. Reilly, Thank you for calling about the floors yesterday. As we discussed, the manufacturer(Johnson Flooring) told me that sanding the floor will void the warranty; therefore, we want to have the floors replaced rather than refinished. I'm writing to ask if you would please provide us with a plan for how the problem with the septic issues will be addressed. It seems that no one really knows the exact location of the tank and where it might be possible to get access. Were the "as-built" documents filed? If so, would you please fax a copy to me at 509-357-7835? Do you know if the health department will permit you to install an angled access pipe to the septic tank so that the driveway does not have to be broken up? The concern that we have is that if the determination is made that the concrete driveway has to be disrupted or removed, that would leave a very different house than the one we purchased. To be frank, we would not find that to be an acceptable solution. Perhaps a more direct solution would be to move the septic tank out from under the driveway to a site where it can be accessed. Considering the complexity and disruption that could be needed, I can't help wondering if a solution would be to install a new tank at the correct site and bypass the old one. Our concern is that this doesn't seem simple, and with winder approaching, we would appreciate knowing where you are on working this out with the Town of Barnstable. We appreciate your help to this point in putting the inside of the house back together. Sincerely, Lee Gehrke ............................................................................. Lee Gehrke,Ph.D. Hermann von Helmholtz Professor Harvard-MIT Division of Health Sciences and Technology,and Professor of Microbiology and Molecular Genetics Harvard Medical School Master of Quincy House,Harvard College mailing address: Quincy House 58 Plympton Street Cambridge,MA 02138 phone: 617-253-7608 fax: 509-357-7835 URL: ham://web.mit.edu/Igehrke/www/index.htmi ............................................................................ 9/28/2007 AJ TUWN UP BAKNJIAtiLt: LOCA10N Srww 57 SEWAGE # VILLAGE ASSESSOR'S MAP & LOT012 65 INS+ALL'ER'S NAME&PHONE NO. SEPTIC TANK'CAPACITY SVe LEACHING FACILITY:(type) — Clir� l (size) 55)Ca NO.OF BEDROOMS BUILDER OR OWNER' 2C64>1 Gel/ ' PERMITDATE:� 2 U( COMPLIANCE DATE: Separation Distance Between the: ;Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells_exist_ . on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist. within 300 feet of leaching facility) Feet Furnished by. .. - 4 36 66 Oak � . Town of BrnstPI. r# 'Department of Regulatory: ' t Public Health Division Date 6.v9 , . �Eb N�awe 200 Main Strat.Hyannis MA 0.?bO t Fee Pd '• `� 5 t Time Date Scheduled , t ry , ,foil suitability Assessment foA • ewage Dis sal ' ki s Pedam►ed By. �1 �1}T�i�t t.J D� i.r t i"i�. VWiUuased Br-'. F � � x { RMATIUN' 4 LOCATION&GENERAL INF® � P - • L= 2 SG�t.OV� -S '�-.: ij ,ptvner'aNama �^'t�•�' � ' �.. fion Address 3/Z�. " �e Assessor's MapTwd: V eo-vc 5 x Engineer:Name soe YZe (f SS NBW CO U REPAIR I Telephone-g Stooes Land Use Slopes(%) Surfarx t b 1 ft Possible Wet Area-LLC A_ft Drinki°g Water Wdl ft ' Distances from: Open Water Body.? � ' it Other ft Drainage Way Property line =_ __ SKETCH:($traet name,dimensions of lot,exact locations of test holes&Pere-tests,locate wetlands in Proximity to holes) Al ' Low 24 �'�•�tS 110,gZo 0 0 ti ts Ln c•^ t'l i - j Depth to Balroek ---'----- • r Parent material(gedlogic) WLVP)ng from Pit PACC--h�l& Depth to Groundwa(er. Standing Water in Hole: ---�--' Estimated Seasonal Aigh Groundwater DtTERM11 TION FOR SEASONAL HIGH`WATER TABU Method Used: 410- %5 "��' t ln. In. i.epth tb aoll tnaula: ;:• . Death Observed standint!in obs.hole: in.- arounawater Aa'il+�b1Y7f _ Depth to weeping from side of 069.hole:T p�,faetot AdJ.dt�ound to L SVOI..._ Well Reading Date: Index Well I vel index W ; PER40� COLATION TEST Observation' Z 'Time at Lt" Hole# ' ►` �i t Time at 6" ...,.�--- — t Depth of Perc Start Pre-soak Time.0 —� 00 —/-' i Z`,4 t,t►L Ll�D�`a `\ ���N�• U End Pre-soak \'0 N�,A13LYc. �nlv � j cJILT'u TZ A�'i'C✓ YY Rate MinAnch L�- - Site Failed' Additional Testing Needed(YIN) Site Suitability Ass e sment: ite Pass ; Original: Public Holth Division Observatiori Hole Data"I0 Be Completed on Back— ' , you must first notify the ***If percol0ipn test is to be conducted within 100we&prior o beginning. oAAcPrvnfionDivision at least one(1) DEEP OBSERVA' ,)N HOLE LOG lkplh from Soil Ilorizon Hole # Surfacc(in I S�'" .tort Soil Cole, Soil then 0IShA) (f+lunsel Willin g (rSt,,ru,.ctu1 c,Stones,Ilouldcres. D _ tr CQUil1 Mkk_i�) O oz4 r.-5 q� �04".. i.�rO "SIAL SMALL, -LA—%'w1 r"r?-.moo \-0 StNr—,.. I DEEP OBbERVATION HOLE LOG tv Depth from I Soil ltorizar., � 8: Hole# ".�. Surface(in) '° ie ;oii iroior soil l It (I►Iunsell) fMotiling (Strmure,Slones,Houlderes. Q _ �, t t "� ncv_•/. ,ravel) — � l.'S LDOSTC L.t(��• GIfLA V ..L. - --- - -- I fkpth from DEEP OBSERVATION HOLE LOG Hole # Soil Ilorizon Surfacc(in ) Snil ICXIL.,e Soil C'c, — 0ISDA) Soil Othcr (Mu Mottling (Struclurc, Stones,Iloulderes. —--- S4DIlSlSI�s96 Gravcll ------------ DEEP OBSERVAI io-v HOLE LOG Ikpth from Soil Ilorizon So 110le # (IIS � Surface(in ) il t)+!uc Soil Soil Color, — (M,unsell) 01 1er Mottlin B (Structure, Slones,(loulderes. —_ ( F10od In�rrtanw�Rr.! � r- •� Above 500 Year Good botrrrdwy No Within S00 year boundary w Yes Within 100 Year flood aY Yes De t�o(1Veturally Oc srrinv -.� . ' Does at least four feet of naturally occurs, area proposed for the soil abso g Pervious material exist in all areas observed throughout the rption system" 121 If not, what is the depth of naturally occ'"Ing pervious material' certify that on 3 y� (date) I have passed the so approved by the Department of Environmental Protection and ator examinationPP that the above analysis was performed by me consistent with the required training,expertise and experience described in 310.CMR 15.017. Signature "' <,�>` 7— o h DATE:_3/25/�03__ . - - - �PROPERTY ADDRESS:232 School .Street` ' APR 27 2003 Cot_uit MaSS, fr I' vC %�" f °TABLE -- --- ---------- - i ?l- ?T. 02635 ------------------------ On the above date, I inspected the septic system at the above address, n This system consists of the tollowing: j 1 . 1 -1000 gallon septic tank. ' 2 . 1 -Distribution box. : 3 . 3-Infiltrators. Based on my inspection, 1 certify the following condltions: 4 . This is a title five septic system. ( 78 Code) 5 . The septic system is in proper working order -at-,the. present time. 6 . Pumped the septic tank at time of inspection.Heavy scum and -solids layers were present. 7 . The infiltrators are presently dry.No inspection por,ts.Dug',down to the stones. (dry) , SIGNATUR / Name : _ J ._ P . _Macomber_Jr . Coax pany : jgapPh � M &_ Son,. Inc . Address : __@Qx _(�tZ----- ---Q-essetYiLLE,_Ja__2Z.632- 0066 Pn one : 508- 775_ 3338 _----- THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY,OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tanks Cesspools Leachlletds Pumped & Installed Town Sewer Connections P.0 Box 66 Centerville. MA 02632.0066 175 3338 775 6412 ,per �-\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:232 School Street A Owner's Namejackie Clausen , Owner's Address: Same Date of Inspection:3 2 5 0 3 Name of Inspector: (please print) Joseph ' P.Macomber Jr.—, ; Company Name:J. P.Macomber & Son inc. Mailing Address:gcx 66 Clan 1-Pr17illp _ 02632 Telephone Number: a08-775— 338 CERTIFICATION STATEMENT I certify that 1 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 traiping and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: c' Z. /Passes Conditionally Passes ' Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: �' %`' jate: The system inspector shall s it 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. Notes and Comments } •**•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. Title 5 Inspection Form 6/15/2000 page I Page 2 of I 1 OFFICIAL INSPECTION FORM--NOT FOR VOLUNTARY ASSESSMENTS , ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) ` Property Address: 232 School Street Cotuit Mass . Owner: Jackie I�en Date of Inspection: 3 Inspection Summary; Check A,B,C,D or E/ALWAYS complete all of Se cttoa..D A S tem Passes: - • lvd I have not found an informat• n which indicates that any of the failure criteria'dcscribed in 310 CMR 15.303 or in 310 CMT 1 04 exist. Any failure criteria not evaluated are Indicated below., Comments: The c system is in proper working •order at the prpspnt- time. B. System Conditionally Passes: !UJ 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 Answer yes,no or not determined(Y,N,ND) in the for the following statemen explain. ts:If"not determined"please .M1 _1 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 cxfiltration or tank failure is imminent, System will pass inspection.if the existiAg 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 Co indicating that the"tank is less than 20 years old is available. mpliance ND explain: L16 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, sealed or uneven distribution box. System will pass inspect ion`iC(with approval of Board of Health): broken pipc(s)are replaced obstruction is removed r distribution box is leveled or replaced ND explain: . The system required pumping more than 4 times a year'duc to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health); t _:broken pipe(s)are replaced ' obstruction is removed ND explain: J , 2 Page i of OFFICIAL INSPECTION FORM • NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE-DISPOSA.L SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address232 School Street Cntui t- asG . . . Owner: Jackie Clausen Date of Inspection: 3/25/03 ; C. Further Evaluation is Required by the Board of Health. AUd Conditions exist which require further evaluation by the Board of Health In order to determine if the system- is failing to protect public hcalth,.safety orihe envtrortment. I. S�stem will pass unless Board of Health determloes In accordance with 310 CMR 15,303(1)(b) that the system is not functioning in a manner which will protect publlc health, safety and the environment: �D Cesspool or privy is within 50.1cei ofa surface water A Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh - - t , 2. S�stem 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: /UU The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supple or rributary to a surface water supply. Lin The system has a septic tank and SAS and the SAS is within a Zone I ofa public water supply The system has a septic_tank and SAS and the SAS is within 50jeet ofa private water supply well. /t�2 The system has a septic tank and SAS and the SAS is lets than''/100 feet 4ut 50 feet or more from a private water suppl.v well'' Method used to determine distaner Ul This s\stem passes if the well water analysis, performed at a DEP,eeniriied laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no ouser failure criteria are triggered. A copy of the analysis must be anached to this form. 3. Other: i Page 4 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS ' SUBSURFACE SEWAGE DISPOSAL`SYSTEM INSPECTION FORM PART A, CERTIFICATION (continued) Property Address:232 School Street Cotuit,Mass. Owner,7anki a C1 aluSPn Date of Iospection: 3/2 S 10 3 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes ;��,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 a._ �i.17lY17cir; /J;^y'9 _ iquid depth in ceesp"l is less than 6"below invert or available volume is less than.'h day,flow. : . �equired pumping more than 4 times in the last year,NOT due to clogged or obstructed pipe(s). Number of times pumped i.j�a�Axy _ �9rty portion of the SAS, cesspool or privy is below high ground;water elevation. Any portion of cesspool or privy is within I00.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, ✓sty 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] (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. E. Large Systems: To be considered a large system the system must serve a facility With a design flow of 16,000 gpd to I5,000 gpd You must indicate either"yes"or"no"to each of the following: ' (The following criteria apply to large systems in addition to the criteria above) yes now o' 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 11 of a public water supply well", If you have answered"yes"'to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR. 15.304. The system owner should contact the appropriate regional office of the Department. 4 I Page 5 of I 1 , OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 232 School Street Cotuit,Mass . Owner: Jackie Clausen Date of Inspection: 3/2 5/0 3 Check if the following have been done.LYou must indicate"yes"or"no"as to each of the following.: Yes No v 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^ _,XHas the system received normal flows in.the previous two week period ? _ZHave 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 backup? . — Was the site inspected for signs of break out Were all system components,&Cluding"the SAS,'.located on site —Z/— Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition ofthe 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: Ye s/no (/ 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(3)(b)] 5 Page 6 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C' .SYSTEM INFORMATION Property Address: 232 School Street Cotuit,Mass Owner: Jackie Clausen Date of Inspection: 3 f 2 5 1 3 ' FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): 25 - 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 or no): Is laundry on a separate sewage system (yes or no): 00 (if yes separate inspection required) Laundry system inspected(yes or no): (rS Seasonal use: (yes or no): s Water meter readings, if available(last 2.years usage(gpd))2001 -*29, 000 gallons= 79. 46 GPD Sump pump(yes or no):VP 2002=44, 000 gallons..=120 . 55 GPD Last date of occupancy: COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd" Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): iEl Non-sanitary waste discharged to the Title 5 system(yes or no):lt)A a Water meter readings, if available: 103 Last date of occupancy/use: { OTHER(describe): 4)19 GENERAL INFORMATION., y Pumping Records Source of information: Nue lkj412-191U Was system pumped as part of the inspection(yes or no);.' S ) If yes, volume pumped: ,-ae)o gallons-- How was quantity pumped determined? Reason for pumping:Heavy scum & solids layers were present. TYP�OF SYSTEM t/Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool 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) )Tight tank '1W Attach a copy of the DEP approval 4Ld Other(describe): ti Approximate ee of all components,Oate installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):Zb 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM--NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued)' Property Address: 232 School Street Cat-uit-fMass_ Owner0ackie Clausen ' Date of Inspection:3/2 5/0 3 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: ast iron 20 PVC mother(explain): X Xt, Distance from private water supply well or suction line: Id Ji' Comments(on condition of joints,venting, evidence of leakage,etc.): Joints appear tight No evidence of leakage The system is , vented through the house vents. SEPTIC TANK: (locate on site plan) /440yr'i '�5 Depth below grade: / Material of construction: /concrete4?d metalsJdfiberglass�dPolyethylene, >�bther(explain) If tank is metal list age:/ Is age confirmed by a Certificate of Compliance(yes or no).>126 (attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee.or baffle: (0� _ Distance from bottom of scum to bottw of outlet tee or baffle: [� w How were dimensions determined: iyJ,p( '6t "%, pyy Comments(on pumping recommends o�ns, inlet and outlet tee or baffle condition, structural integrity,liquid levels as related to outlet invert,evidence of leakage, etc.): 1 Pump the septic ank every 2-3 years Inlet & outlet tees ara i n pl anp_The frank t s s ruct-ura 1 1 y sound and• shows no evidence of leakage.Pumpec tank at time of inspection.. Heavy scum1 solids layers present, GRE�i;SE TRAR (locate on site pran) Depth below grade: Material of construction: concrete4Z4 meta 14,�Lfiberglass4�/ olyethylene mother (explain): 110) 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: z1JA Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence 'of leakage, etc.): crease trap is not print 7 Page 8 of I I OFFICIAL INSPECTION FORM`—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 232 School Street Owner: Jackie C ausen Date of Inspection:3 2 5 r TIGHT or HOLDING TAN /-(tank must be pumped at time of inspect ion)(locate on site plan) Depth below grade: .(4A Material of construction: ,1A concrete t�A`metal,44 fiberglass;,t.44 Polyethyleney 4 other(explain):" 9�A _ Dimensions: Ni4 Capacity: ,dr9 gallons ' Design Flow: if//9 gallons/day Alarm present(yes or no): Alarm level: ,f)A Alarm in working order(yes or no): VA Date of last pumping: AN Comments(condition of alarm and float switches,etc.): Tight or Holding Tanks are not present. DISTRIBUTION BOX: Aif present must be opened)(locate on site plan) Depth of liquid level above outlet invert: A)O 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.): Distribution box has one later.al.No evidence of solids carry over.No evidence of leakage into or out of the box t � PUMP CHAMBERS(locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): . Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): pump rhnmhPr iG not prPSPnt_ y. r 8 r Pape 9 of I 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) " Property Address: 232 School Street Cotuit,Mass. Owner: Jackie Clausen Date of Inspection: 3/2 5/0 3 Zlocate SOIL ABSORPTION SYSTEM (SAS): on site plan,excavation not required) 3—infiltrators in series If SAS not located explain why: Located.: See page 10 Type A;6 leaching pits, number: � leaching chambers, number: 'b i/L►r /"';;rr7 A)4) leaching galleries, number:Q_ AA)leaching trenches, number, length: O t'cl leaching fields,number,dimensions: (� r /00 overflow cesspool, number: 0 _ Alp innovative/alternative system Type/name of technology: �J7V ak Comments(note condition of soil, signs of hydraulic failure,level of ponding;damp soil, condition of vegetation, etc.): Loamy sand to medium fine 'sand.No signs' of hydraulic failure or nending Soils are dry. Surrouncling stone is normal. CESSPOOLR&1 (cesspool must be pumped as part of inspect ion)(I'ocate on site plan) Number and configuration: Q Depth—top of liquid to inlet invert: _ A_)h Depth of solids layer: Depth of scum laver: Dimensions of cesspool: Materials of construction: I /q , Indication of groundwater inflow(yes or no) A Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): Cesspools are not present. - . PRIVY/'�-(locate on site plan) t Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs'of hydraulic failure, level of ponding,condition of vegetation, etc.): Privy is not present M t 9 Page 10 of I 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:232 School Street Cotuit,Mass . - Owner: Jackie Clausen Date of Inspection:3/2 5/0 3 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 feet. Locate where public..water supply enters the building. X. ' l 10 Page I I of I I OFFICIAL INSPECTION FORM -NOT.FOR VOLUNTARY ASSESSMENTS SURF SEWAGE DISPOSAL SYSTEM INSPECTION SUBSURFACE OS FORM PART C SYSTEM INFORMATION(continued) Property Address: 232 School Street Cotuit,Mass . Owner: Jackie Clausen Date of Inspection: 3/2 5/0 3 SITE EXAM Slope Surface water Check cellar Shallow wells f Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water,elevation: YES Obtained from system design plans on record-If checked,date of design plan reviewed:3 2 5 0 3 YES Observed site(abutting property/observation hole within 150 feet of SAS) YES Checked with local Board of Health-explain: As built card. YES Checked with local excavators, installers-(attach documentation) yam_Accessed USGS database-explain:ht t p: /town_ha rnstable.ma. us. You must describe how you established the high ground water elevation: Ised: Gahraty R Mi11er Made 12/16194 ttrnnn(j water P1Pvatinns ahove sea level , (sed: USCSi nhsPrvation well data ,Tune 1992 ised: Ugg'Tct-hni ra l Mil l et i n 99-00 01 Plate #2 Annual ranT_s-n jro.und yam, s .danuary 1992 3-infiltrators �$,6d Groundwater: Fee.(Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore, the vertical separation distance between the bottom of the leaching pit and the adjusted groundwater table is b- 4111 feet. . t y rr.nr+ —n. tT-.-- r•.r.—mr•nmr�nr.nrnr:•n.••.r�nrenr.+e�rrs•rwnu*.+r-w•r�.rRr+ .rn•rr►-a—r-". TOWN OF Barnstable BOARD OF HEALTH + SUBSURFACE 9EH�GF�f)i fOSAL SYSTEM IN CI'ION FORM - PART D • CERTIFICATION I TYPE.OR. PRINT CLEARLY PROPERTY INSPECTED STREET ADDRES$ 232 School Street Cotuit,Mass. ASSESSORS MAP, BLOCK AND PARCEL # 020-065 OWNER' s NAME Jackie clatfsen PART; D - CERTIFICATION NAME OF INSPECTORJoseph P.Macomber Jr. COMPANY NAME J P Macomber & . Sox 'Inca'.` ' COMPANY ADDRESSBox 66 Centerville Mass . 02632 Strevt Town or CSty =State i1P COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 ) 790 -1 578 R CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true ,. accurate , and omplete as of the time of ,inspection , The .inspection was performed and any recommendations regarding upgrade , maintenance , and repair' are consistent with my training and experience . in the proper function and maintenance of on- site sewage disposal systems , Check one , -Z/— System: PASSED The inspection which I have conducted has not. found any information which indicates that the system fails to adequate'l,v.. protect public . health or the environment as defined in 310 CMR 16 - 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form , System FAILED* The inspection which I ha con tcted has found "that' the :system fails to protect the imblic health and the environment in accordance with Title 5 , 3.10 CMR 15 , 303 , and as specifically noted on PART C -" FAILURE CRITERIA of this inspection form , Inspector Signature �� Date `' =a ne. copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the 130ARD OF HBALT'!(I * If the inspection FAILED, th`e owner or operator shall u pgrado ' the eyetem • within one year of the date of the inspection, unless allowed or required otherwise as. provided in 3.10 CFJR 16 , 306 . partd , doc - I V YYIN Ur Dt11t1YJ 1l1%_ULI Ii- ATION 232 School Stree SEWAGE # 3/25/03 AGE Cotuit,Mass . 02635 ASSESSOR'S MAP & LOT 'INSTALLER'S NAME & PHONE NO.J.P.Macomber Jr. •Tnsnpnti nn SEPTIC,TANK CAPACITY1 —1 000 gallon an 1—Di G ri huti on hex_ LEACHING FACILITY: (type) 3—infiltrators (size) l NO. OF BEDROOMS BUILDER OR OWNER- Jackie C1 aLsPn PERMITDATE: Inspection COMPLIANCE DATE: -3/25%03 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Fect Edge of Wetland and Leaching Facility(If any Wetlands exist within 300 feet f lcachi" f ) Feet Furnished b / ' 'r'✓-tom ,u P TOWN OF BARNSTABLE 1 L9 TION4,091 S� _ SEWAGE # ., VILLAGE ��/�° % t ASSESSOR'S MAP & LOT 'INSTALLER'S NAME & PHONE,NO. r6n-0,av,- Dw'k uJ � 00 :SEPTIC TANK- CAPACITY 'LEACHING FACILITY:(type)l L fr NO, OF BEDROOM_ S3. PRIVATE WELL OR'P,UBLIC WATER BUILDER OR40WNERJ14c DATE PERMIT;ISSUED:: DATE^COMPLIANCE ISSUED: _ VARIANCE GRANTED:-Yes No . m P 4 a � Y 4 �® 1 I c ti ASSESSORS MAP NO: No. .. y� Fs$... . THE COMMONWEAL'1`H'CCSAL55�C BOAR® OF HEALTH TOWN OF BARNSTABLE Xj_ij1irdTrdtt for Ui!jpv!3a1 Wnrlw Tontitrurfiun Frrutit Application is hereby made for a Permit to Construct ( ) or Repair (A-l"an Individual Sewage Disposal System at: - f.ST --- oT=�---•------------- --------------------•------------------...-----------................•--:.....--•----•-•--------- ocation-A�d •ss or Lot No. 45 Owner Address a ............6-C'&PP/7.. 0�.............................................. Installer Address UType of Building Size Lot............................Sq. feet t, Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) GL Other fixtures ...................................................... W Design Flow............................................gallons per person per day. Total daily flow.........._.................................gallons. WSeptic Tank—Liquid capacity............gallons Length________________ Width---------------- Diameter................. Depth................ x Disposal Trench--No. .................... Width.................... Total Length..................... Total leaching area..................... ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq, ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit..................._ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R. ---------------------------------------------------•------...._.....------------•---......................-----••-----....--•-•------.............----•--•--- Descriptionof Soil........................................................................................................................................................................ x W •-- -••--•--------------------------------------------------------------------------•-------------- -- -- .............. _ U Nature of Repairs or Alterat�s—Answer ywhen . plicable._ � a- ✓ ."................................................... --•--•-•-----•-••-...7 �11... /ls V-------------------------------------------------------------------------------------------------•-•---....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by toe board of health. Signed 'c'_ . ........ .............................. DuL -- ... ® °��"���rJJ Application Approved By ......... ........................ - -............................................. _ Dale Application Disapproved for the following reasons: ...................................... ................... . .............. .......................... . .... ................................. ....... . ..... ............................ ..............--.......... .. ........................................ Dare ✓,� Permit No. ... .....-t.......... ........ 1-----------_-- Issued ... :....................................... Dare r Fps...- G- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF• HEALTH -� TOWN OF BARNSTABLE Apphratinn for Diripwial Wurk,i C omitrnrtiun rrrmit - Application is hereby made for a Permit to Construct ( ) or Repair (P an Individual Sewage Disposal System at: a��- sC�a�l s�- - ��7, ..........:.... -.---------........•....----.....-------.-••------................... ----•-------------------------•------- /location-add ess or Lot No. A1411,110,10 .�.SG(l /�---...--•---.•-._.-.---•.._-.-.-.•---- ---------------•.-------•-s----------....-._---•......_...-.--.•..---..._.....................--- t ...................j---................ i4 Owner Address go Installer Address vType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms---------------------------------------_.--Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—Type of Building ......--.-•...............•. No. of ersons....-.....---...•.--.----.-- Showers g p ( ) — Cafeteria ( ) dOther fixtures ------------------------------------------------------I---- - ................................................... W Design Flow............................................gallons per person per day. Total daily flow---------....................................gallons. WSeptic Tank—Liquid capacity............gallons Length---------------- Width...---...--..... Diameter---------------- Depth................ x Disposal Trench--No- -------------------• Width-.--...--...---.--.. Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No--------------------- Diameter.................--- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..------.------......... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 .....-.....•---------------------------•------•---•------•-.•.-....-•••-•-•-.•..........-•----.....-•------•----...-...........---•-------.-...----......... 0 Description of Soil........................................................................................................................................................................ x U .-......•-•••••--•---•--•-------••--••----------------------------•--•-----•------••----•-•••-•--••--•-•••-•--•--------------------•••---............................................................. •----•----------------------------•----•-----•-•••.....-----------•----•....---...-•--••••-------------••••-------------------------•-•-•---•------•----------••-•-----•-•-••------.............----•-- U Nature of Repairs or Alterations—Answer when applicable- e!_em. .`.........................-......................... .................................................�1T YL7 -----------•••---•--.-....------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by t e board of health. I' Signed . -.. .�/�/: <c.-. ,� ....-.. .... - ...... Dat Application Approved BY - sp ... .... .....'�......... .... �..��^......................................................... Date.... .. Application Disapproved for the following reasonf: ........................................F-----------------------------------------------*----------------I.........-------I...........-....--.. . ........................................ .................................. ....... . -- ........................ ........ .--............................ ....................... �e Date Permit No. ...,lf�1 ''...1 .. .................. Issued ............. .--����':7..-..'' .............................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BAR��NSTABLE�� LLEr#ifirate-of tI—amplianre THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or kepaired by ....... ............ 2-4.0✓1....-. ..r�-h.. ...�J:. ..............................--------------- -- ------------......----......-----.-..--................................... ..... II � � tnsruet at .........a3-a....Sc-h-o-0_�..s ----.._C61R -17T. .................. ... ................--------------------------------.... ..._........................................... has been installed in accordance with the provisions of TITIXF 5 of The State Environmental C de as described in the application for Disposal Works Construction Permit Nod-� .- l._.-...._.._.. dated ( ".. . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 4 DATE. ....._.......R,...... ... 1..... .._._......... - - Inspector .... -U t ..... - .....- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ..�...::....`....</ FEE........................ Diapnsttl Workii Tonntrurttion "rrmit Permission is hereby granted Q'?o 0r?---------------------��v..--mwS---------------------------•------ to Construct ( ) or Repair (p-)an Individual Sewage Disposal System at No. ` •-Sc.t-oc -�-`T'-----•--�oT..-`---------------------- Stree as shown on the application for Disposal Works Construction Permit�l��.-ry`..-�1- Dated-.--. �j � DATE....... ---�..-----�--- ................................ oard of Health !/ FORM 36508 HOBBS&WARREN.INC..PUBLISHERS TOWN OF BARNS7'ABLE LOCATfON ' VILLAGE ( 7Z7;- j ASSESSOR'S MAP LOT 6 16 je INSTALLER'S NAME & PHONE NO. � 0 a 'T.��,� SEPTIC TANK CAPACITY �0 0 d !. LEACHING FACILITY: t ---?: r ( ) -L•��', � (size)3 NO ;OF BEDROOMS' PRIVATE WELL OR PUBLIC WATER .BUILDER OR OWNER 1 DATE PERMIT ISSUED: - p..� DATE COMPLIANCE ISSUED: VARIANCE•GRANTED:-Yes Now d f �e6\ ® 0 A 9 �® � / CB/DH CO TUIT (FAD) I • � LEWIS POND ROAD ,x x LEWIS SOIL TEST POND B6 82 UPLAND ` SCHOOL STREET LOCUS 96 92 I I \ 84 I 748 �0 ro CB/DH / I I 88\I 4 FND) 7,S64 /414 IL I 4 24) cp_ .� EXISTING HOUSE SILT FENCE l I , PLAN 15 I I \ I �s I tes ' 5 LEWIS LOCUS MAP a - TO BE RAZED / p0 A. M. 1201 of! I 72, 1 POND 65.8 POD PLAN REF 15/67 & D E (WESTERLY PORTION \,a, 74 \ 1918 ROAD LAYOUT LOT 24 PLAN 15/67) 0 230,E �__-, � DEED AREA i \� DEED REF 16864/212, 2928/252 & ' ' � i \.� I 152371313 16,920t S.F. 1 1 1 1 1 se ; -y 1 1 e4 ! `r ZONING: "RF" �.z SETBACKS: 30-15-15 pgoQE�t� ;; � 1 APPROX APPROX 88 � `a \ D ' ' ' ' SEPTIC' SEPTIC I . I 82 G W 0.D.: "AP"LOCATIONLOCATION 86 S \ COM T _ �„�t„'• ,�o� , , ; fives ivsreusRV cuPn)M. \� ASP Y o /•1�1IM , ;. %%::::;;, \ I�WA , ,�, I I x I 92 90 I SITE PLAN OF LAND \ / PIPE — R h (FND) VE m ,b ,,,.A,,,ee"Voo,�,,,11 �,=; 94 I �. \ LOCATED AT 100 \ \RE 25.0 ��. cDE � � �' 232 SCHOOL STREET 49 � �x166 �_ >o A.�� ,,,,,, ,,,,,, w. 2� 1 I COTUIT MA. \cr .... ........ I \ �a rn .o \ C�C� ........... Ik 'p `Cs'f x�► \� 8 \ o ............. SH R d -0 49• o \ .............. a1 41 98 ► o� ��G,c 9 q PREPARED FOR: VA TERME y�NT cho I /•r i i i i i i i i -'. / ,. Cy OF N r. r 12 8 I 126 / c, S7EPHEN� G� � a m � 1°� ; 0 �_ j--- � � � �� y ► � 8���r= �'�:`; JANICE J. & JOHN R. I.A,m to T� 0 9B�.' oov SCULLEN ca\ x N y'$\w V� 9 4 per`- �" ♦ r, MU!• PHY ire 1. o\ Z,y ;\ CUT ; �9 = s:.c" Q No. �a� JANUARY 23, 2006 n; = a \ GAS L ♦►�OSus\1 d�� c. 6.0' WIDE ►w���� v FCI �� �, SCALE.• 1'—30 y - ' NEW GAS UNINTERRUPTED RICHT TO lm \ o o\ ,1�J� LINE PASS AND REPASS NOTES. '� ?A ' EV.• J v�- 3 a Z©O DEEP- 29281252 & 253 1) LOT LINE INFORMATION SHOWN TAKE FROM DEED INFORMATION, BOUNDARY MARKER L CATIONS AND REV. (F of BENCHMARK EL. 95.9 ABUTTING PLANS. DUE TO THE ACE AND I CCURACY \ REV- ASSUMED OF EZISTINC PLAN BOOK 15 PACE 67 A PL SUITABLE FO RECO.'?DING IS RECOMMENDED BE MADE FOR L YANKEE LAND SURVEYORS DETEf'MINATION & CONSULTANTS 2) THE WET LAND WAS FLAGED BY 10-15-06.• P.O. BOX 265 BY TA':7ARES LAND DESIGN & WETLAND SERVICES UNIT 1, 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 3) ADI3 SILT FENCE AS SHOWN. TEL• 508-428-0055 FAX 508-420-5553 SHEET I OF 1 JOB # 54020 JF f TOP OF fVVNDATION r� 20' MIN. 10, MIN. CONCRETE CO VERS 4" SCHEDULE 40 P. V.C. VENT MIN. P17rH 1/8 PER FT. 27LAYER OF loll � .� .� �� , CONCRETE COVER , WASHED STONE BMAX B'A(AX ' / / i / i " " ii / / i / i i ii / / , 97 98' 4" CAST IRON PIPE 6 MAX / B MAX (OR EQUAL MINIMUM PI7CH I/4 PER FT. RISER CLEAN w W FLOW LINE SAND p� EL=95.2 ' j96.25 1MIN. 14 2.0'- o° o a o 0 0 0 0 N EL.-____-_ GAS INVERT 6" SUMP LEVEL BAFFLE o o a o a a o o °o 0.. _ 92.50' INVERT EL = 95 75 /NVERT INVERT o o °o - EL._�� 00' EL.= 95_50 EL.=95_,25' 4' Box Hzo 4' INVERT .'• 1500 -GALLONS- DISTRIBUTION EL.=94.50' PROPOSED SEPTIC TANK H2O o 71D BE WATER TESTED 25' X 12.e' TRENCH FORMATION IF MORE THAN ONE OUTLET PLACE ON 6" ST19NE SOIL ABSORPTION ITS s/4- 7o PROFILE. OF DOUBLE WASHED STONE SYSTEM (SAS) H,20 SEWAGE DISPOSAL SYSTEM NO . OBSERVED WATER TABLE (01117106) ELEV.= 87.5 NOT TO SCALE LEWIS POND (10115106) ELEV.= 65.83 OBSERVATION HOLE 2 ELEV.__9_7.5' OBSERVATION HOLE 1 ELEV.= 9_9.1__ PERCOLATION RATE _:!L 9 MIN. INCH AT 39 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER Op 6" A - SAND LOAMY 10YR 3-2 0'-6" A' SAND LOAMY 10YR 3-2 6"-24" B LOAMY SAND 10YR 5-6 6"-24" B LOAMY SAND 10YR 5-6 4"-10' C MED TO FINE , ;5YR 7-4 ,24"_1 p C MED TO FINE 2.5YR 7-4 PERC SAND SAND GENERAL NOTES NO WATER NO WATER 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 70 D.E.P. P = 11176 SOIL TEST TITLE 5 AND THE 710WN OF BARNSTABLE---- RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) TWO COVERS ON SEPTIC TANK SHALL BE BROUGHT T9 DATE OF SOIL TEST 01117106 SOIL TEST DONE BY STEPHEN J. DOYLE,, P.LS, WITHIN 6 OF FINISHED GRADE. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: DONALD DESMARAIS R.S. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CALCULA TIONS: 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR 07THIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . . . 3 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . NO BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE #7TH INSTALL TWO (2) ACME 110 GAL/BR./DAY x _3_ BRJ 330 CALIDAY DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 500 GALLON LEACHING 'CHAMBERS H2O ( ----- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. WITH FOUR FEET OF DOUBLE PROPOSED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR WASHED STONE SIDES AND ENDS IS TO CALL DIG- SAFE AT 1-800-322-4844 AT LEAST 72 HOURS 25' X 12.8' SOIL CLASSIFICATION . . . . . . . . 1 PRIOR 7YJ COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 2 MIN.1IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . • 74 CAL/DAY/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY AREA X RATE 347 GAL DA Y 8) PARCEL IS IN FLOOD ZONE "C" - NOTIFY YANKEE SURVEY 24 HOURS 9) LOT IS SHOWN ON ASSESSORS MAP _9!_ AS PARCEL _65___. PRIOR TO SEPTIC INSPEC7rr'ON. RESERVE LEACHING CAPACITY . 347 CAL/DAY (25 X 12.8 X . 74)+(25 + 25 +12.8+12.8 X . 74 X 2) SHEET 2 OF 2 JOB NUMBER _ 54020 ______ cB/DI! COTUIT (FND) LEWIS POND ROAD x \ I ( LEWIS �. d ' , PNpD'O� CUSOIL TEST LSBB 82 UPLAND SCHOOL STREET 78I BO 7692 .9474 =Q\69 (FND) I 8\I !00 8 94 I 90 A.M. 20/64 V. 0 0 67 ` 78 ' EXISTING HOUSE SILT FENCE 2 I pLAN 15 I I \' I I I 5 LEWIS LOCUS MAP a TO BE RAZED 20°A. M. ,20/65 ` I I d cfl 72 I 65.8 POND PLAN REF: 15/67 & WE W D E ( STERLY PORTION OFF' \0 74 \ 1918 ROAD LAYOUT a 230 t LOT 24 PLAN 15167) \ DEED REF 16864 212, 29281252 & o O _ DEED AREA= J" \ / ' I;-;� 16,920f' S.F. I ,`i \ 15237/31,3 D " 1 , 1 \r I ZONING. RF `v ogE 98 r--1 ' B4` \a SETBACKS: 30-15-15 pRopEC,lt ;1 1 APPROX APPROX B8 \•z, \ D �_,; SEPTIC SEPTIC I �z G. w.O.D.: "AP" Orj \\ N • t' 1 i ' LOCATIONLOCATlON I 86 I \cr \ CCMHAyT i.:':." �; L_J ,eel e ASP 80 peas mmumv c m) I \ I \ \ SWAY - CKIM' '.':5�:::::::::1\, x�' 90 ;' 111 �. LAN OF LAND \ / PME DRI ;;;;;;;; 92 I SITE P h (AND) VE :.::�i::::ir::: m �,�� 94 I \ �\\� too ,,,,Y!ee'e..;; °' �) 1 \ LOCATED AT - 25 x0 ..... I'lle::: - I D \ 232 SCHOOL STREET ,,, ,,,,, ,� A.M. 2,2166 \ 10 �� 2 i I ` COTUIT A. Vs 96 PREPARED FOR. WATER N IVA c iiiiiiii' -"-j ♦ 'S' c \ 12'8 '26 "� �� ► '� of "' JANICE J. & JOHN R. i N-a r 10� w� i A STEJ. N �4 a m / / ° . g` in�'' ° 9B ' ' DOYLE O BRUCE ` • SCULLEN G. t\ x m a \w" 9 { = q 37559 NP CDP MURPHY c�. o\ C� `4 `��\ - CUT F,y c,,0 Q ., ``' L = _ yo N.o.749 JANUARY 23, 2006 �►gtio SUK�F' „ 6.O WIDE I �►r♦♦.��� S '�EClTE � s ! ' SCALE: 1 =30 NEW PASS AND REPASS W CASUNINTERRUPTED RIGHT TO NOTES. I NI %p`� REV �oA&s cAr- 3 U Z(906, DEED.•:.2928/252 & 253 1) LOT LINE INFORMATION SHOWN TAKEN FROM REV (F p) BENCHMARK EL 95.9 DEED !INFORMATION, BOUNDARY MARKER LOCATIONS AND ABUTTING PLANS. DUE TO THE AGE AND INACCURACY REV \ ASSUMED OF EXISTING PLAN BOOK 15 PAGE 67, A PLAN SUITABLE FOR RECOI'UING IS RECOMMENDED BE MADE FOR LOT LINE YANKEE LAND SURVEYORS DETE7 %6lINATlON & CONSULTANTS 2) THl' w& LAND WAS FLAGED BY 10-15-06. P.O. BOX 265 BY TAVARES LAND DESIGN & WETLAND SERVICES UNIT 1, 40 INDUSTRY ROAD, MARSTONS MILLS, MA 02648 3) ADD7 SILT FENCE AS SHOWN. TEL• 508-428-0055 FAX 508-420-5553 SHEET 1 OF 1 JOB # 54020 JF 1 EL.=_101.5 7VP OF MUNDATION r 20' MIN 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC, VENT MIN. PnrH 1/8 PER FT. 27LAYER OF 1/2" , CONCRETE COVER WASHED SMAE ' � . , , , , , , 97' 4" CAST IRON PIPE B NAX 87MAX • • / / / • • , B MAX 98 (OR EQUAL MINIMUM C PITCH 1/4 PER FT RISER LEAN SAND Z t� FLOW LINE o EL=95.2 ' ' INVERT 1 10" 96.,25' MIN. 14" —2.0'� 0 00 0 0 0 0 0 0 0 00 N cas INVERT LEVEL 0 ' BAFFLE 6" SUMP o 0 0 0 0 0 0 0 0 0 0 INVERT EL.= 95. 75 INVERT INVE•R7• , 0 0 = 9�2.50' EL._�� 00' EL.= 95_50' EL.=95_,E: 4 4' IN 1500 --GALLONS DISTRIBUTION EL.=94�Q' PROPOSED SEPTIC TANK�H,20 �= Box Hzo o w TO 9E WATER TESTED 25• X l2.B• TRENCH FiDRMATION IF MORE THAN ONE OUTLET PLACE ON 6" STONE SOIL ABSORPTI.ON `6 �o 3/4" TO 1-1/2" nt PROFILE OF DOUBLE WASHED STONE SYSTEM (SAS) H,20 SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (01117106) ELkV=-87 5 7, 1 NOT' TO SCALE LEWIS POND (10115106) ELEV.= 65,83 OBSERVATION HOLE 2 ELEV.C= 9_7.5' OBSER VA TION HOLE I ELEV.= 9_9.1 PERCOLA TION RATE 2 MIN. INCH AT 39"__ INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0'-6" A SAND LOAMY IOYR 3-2 0'-6" A SAND LOAMY IOYR 3-2 6"—z4" B LOAMY SAND 1'OYR 5-6 6"-24'", LOAMY SAND IOYR 5-6 4"-10' C MED TO FINE 2,5 YR 7—4 '2"_1O C MED TO FINE 2.5YR 7—4 PERC SAND SAND t. GENERAL NOTES NO WATER NO WATER Sr 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. P # — 1117Fj SOIL TEST TITLE 5 AND THE TOWN OF BARN3LIBLE--__ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) TWO COVERS ON SEPTIC TANK SHALL BE BROUGHT TO DATE OF SOIL TEST 01117106 SOIL TEST DONE BY STEPHEN J DOYLE,, P.LS. WITHIN 6" OF FINISHED GRADE. WITNESSED BY: DONALD DESMARAIS R.S. 3) WITHSTANDLL ING H-10 LOADING UNLESS THEY ARE UNDER ENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE BW THIN DESIGN CALCULA TIONS.• 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . . 3 ' 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . NO BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH INSTALL TWO (2) ACME' ( -110 GAL/BR/DA Y x _3 _ ) BR 330 GALIDA Y DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 500 GALLON LEACHING CHAMBERS H2O ---- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. WITH FOUR FEET OF DOUBLE PROPOSED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRA „ WASHED STONE SIDES AND ENDS IS TO CALL DIC— SAFE AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . . . . . . . . I PRIOR TO COMMENCING WORK ON SITE. 25 X 12.8 DESIGN PERCOLATION RATE . . . . . < 2 MIN.IIN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . •74 CAL/DAY/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY AREA X RATE 347 GAL DAY 8) PARCEL IS IN FLOOD ZONE___C"_____. NOTIFY YANKEE SURVEY c'4 HOURS ( ) 9) LOT IS SHOWN ON ASSESSORS MAP _?0_ AS PARCEL _es ___. PRIOR TO SEPTIC INSPEC7jfON. RESERVE LEACHING CAPACITY . . . 347 CAL/DAY (25 X 12.8 X . 74)+(25 + 25 +12.8+12.8 X , 74 X 2) 6HEeT'2 OF 2 JOB NUMBER _ 54020 m Z A Vq� SS ,-lIG(o dZ V O1 J U .; - - � , - / see dnlDc voR HlINL IxdslaLs dl �4 - ;, -. • '.. - 6._I 1... .6'-I I• 6=1 Y �\� H.A. '�tlll WINDOW AND EXTEkIOR DOOR 5CHEDULEFEY MANUFACTURER REM mcL OTY 5THE P.000M OPEI IIHG N%TEPJALPP,Q4T wA / Lao � m A MORGAN 2 PNL DP..IV/2-14'5.L G'-O'x G'-I I' FIBERC-L 55 DP./WOOD 5.L. � - • - _- f' _I - 2 x,T—luo _ f Q . H PELLA 3359 DOU(N.E MU41G V4JW 2-9 3/4': I i 3/4' ('MITE ALUMINUM CLAD - cdIOP.[TC 5dlONBF 1Ir ———_—--O————-- 13 -b' i .V. H. CF _ 'I BO TO BBD.Y PPIPJTILIC I UC FELLA 334i DOUBLE MM*LVD(V 2-9 3/4'. -113/T \VMITE ALUMINUM CLAD r dQ �T•�' .T D FELLA 3353 DOUBLE MUI(G WON - 2-9 314'. 4'-53W WARE ALU"HUM CLAD Q m I I V E PELLA 3G82 UI 3'FF.FNO(DOOR N-O 3/4'x S-101 IVHITE ALUMINUM CLAD } P PELLA 3G82 PJ(3'FP.ENCH DOOP. N-O 3/4•, G-101 4MRE ALUMINUM CLAD G PELLA 14182 12'OBl OESIGMEP.SUOEP. 1 I'-8:/8', 6'-(O' LN11TE ALUM19NUM CLAD I u1B�5[N B•O— IIIII io+ N ' - I P.T. LB H FELLA 3G82 M 3'PPJ'NOt DOOP. - 3'-O 3/4-a V-10' VMITE ALUMINUM CLAD I FELLA 4159 DOUBLE HUHG WDN N-5 3/4•x.4•_11 3 W LLMRE ALUMINUM CLAD - }� q I POCKET I I s N l PELLA 7281 c Po 5uvlwG OR C-O'. G.-L:5/B' VMITE ALULUNUM CLAD 1 = I I r I I 1I 11 I I Q G PCiIA 10882 %DESIGNED.SODFR % a 3/4 x G-10' 'A TE ALUM MM CLAD ^� N . O e a • - _ :I to 1 • I I a JII - �.Ej I To I b I I�- I t;lll � al I 1 b I I I T F 5'-1P 5'-2, 1 5•_2•• F F� iJ 1. }- --Jill _ i,AI�� / e�wg� .- � — — racl•rr �JJ �.'��J V— J � J o•TnICT.>.-'S•lnen rd..�-[o ICRCTe - _ :I �1ut► - - .. - .. volnlonndla,ALL dl 911 c• i� .. I � - - - - - cdmllvdn cdlvarE Foom }' I I - In - _ FULL I o I� I BASEMENT r _ '�- �Q51 a•mldcrow.m cdld¢re m o o . - I H 61 SIAB PlO0R d1 AILL POLY N INTERIOR DOOR 5CHEDULE I i a "a ® VAPOR MPPJC OVERCeAI d ' 'I CCAIPACIeD l5A1RAAP,BASC I Q re' MANUFACTUP.EP. SRE OTY 5TYLE P.000H OPENING MATEMAL I I C �1 1 •BW.IC(EP.5TEE, 1 BPJDSCO 2'-G'.6'-H' PJi GFAt'IEi 32.83' 5.C.MA50MITE 'I LPUY COWI.U15 d1 . k I P O' 1 talc PMU. _ 1 FOOIRIG TYRCPI I lD - '2 BP.C+5C0 2-6'x 6'-B' LH 6 PulEL 32.By 5.C.NIA50111TE 91 4 1/4•: T-7 3/4' 2'1 5'- 3/4' 5'-4 1/4• V-4 I/2 _ 6'-O I r f` - +_ 3 BP05C0 2-O'.G'-w U(L 3 PANL'L -' 2G'.83' 5.C.MA50NRE -• _ - ..._ r- 4 BR05C0 4'-O'.G'-B' DOUBLE DOOR' -50'.B3•. -. 5.C-MA501nTE V I .., _ .. �r (311 Wx9tlj�, 1/ '/,) 1.�• A. %//.1 Il � 5 BROS('A 3'-P a E-8' - -. DOUBLE OOOP. 38'.83' S.C.MA50NITE • _- „• BE— fn i 1` —_— 1 - c G BP.OSCO 2'-G'.G-8' POCKET DOOR :. rI-1/4•.8-1-Ip' SC.bVL50HlTE } u I, 11'y J - HLAPTM D � I o <<�- 1• L ® - - - -- - - - I 3'-5 u2 ?I e � u 5 I L_ -- - - - - - - - - -- -j I a . e•mlcA..r nlcn roLmFn cdlmcTc 0 �••� N . PdnWATIpI WLLL d1911C �' N I✓ 221T CdINNd15 CpILP.ETC PCOBIG N LL G n � ( . FOUNDATION -PLAN DATE: Bne/2DO5 ! scale 1/4tr4v DRAWING A. Al 6 N c� 06 a - - 2 x 10 DECK J015T5 ,- Z 2 Q @ 12^O.C. CUT TO SLOPE 1/12 TO OUTSIDE WALL J W U N X I ..I . _ 2.8 COUNG JOISTS ! — 2.8 RAFTERS Q 16•o_c. � p 16•o.c. � . _ - Q a.c FCB MPICW ! -- — — _ _ — _ -- TYP.OVERHANG HST B A. J - / J I-I J LAY-ON ROOF+4- I N J I: -T-r1-1-T F-I--t-7-rm - ii _1 - i.—— --- ---} 0 iu w F I - ' 1 At -- I - I I. `2 12 1IDCE - - - - - , 1/ .L (2)1 3/1•: 12 LVL (2 i1 ED - , -I - '/ o _ T N fV _ !J_1 1_L_I_J_1=L_1_J_-L,.-1.- .i = --- _ =- '! ti. - • °� / !! I 1 �r� n°�n ♦ -.i f! 2.,10 RAFTERS - ;. ®16.O.C. !•I .—_- I 1� 0 0 4. aun-our:.AnE •' STUDY ONLY a. f - - 9 12•AJ5-25 FLOOP.JOISTS - - ' OVER-FRAME RIDGE M Q • hl 16'O.C. !' - AT DORMER 19 �,,�� LV LL SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN - - 1/4-1'-0' - 1/d'v I'1J' DATE 811512M - - SCALE 1/411'-8' DRAWMG#.. A6 6 U) 5 $3 o 1 6'-O- 5'-P N US o w6 m f-e IL 2 DECK N ROOF s•n11o,. 9 EO MASTE OO : DECK F ` BEDRO 0 M so,1P a 1p• 3 1/2' 3 1/2- 3 1/2- - _- 3'-5 3/n• ,3'-5 314' .5 3/4• IZ X.5 3/4' 5 12' ,s•.1 c•-1 r• , - -- - v 1 F - - ------ --------- - e`O' IO V•R x 18 FL H STL�NL m , - �- BEDROOM#3=1 - b 3' 5'-11.1l2' - - - 3-SEASO�L" I `1 15•{ .1s•.YI ^Q" ROOM ON 16'.16 3 r 11EW I110 Fl➢I 4 1 CL © =--- \" - i•� P1 - 3/4 �v 2'- 174• 1/4' '-1 I 1/2' CL I - S1 :. - I iD 1 CLI i a n in qO MIx35 S LBNi, O O 1 `; 1--__--_- _- I �' \ m O - - - �r- Q9 G i Z M BATH 2•-O r �. - ' 1 3 1J � 3 DINING ? _ II. KITCHEN - N }I_I_I © �-_ 1c•.c•.ob• .- � i 12.:10-1P Nis, 3'. _�( s6'-2 I, _I .. -. \ -1, r•-&!�91 1 ' N _ rc - i - . C - -I _ � TEOCEIWIG 1 \�- I. _ �1 b` 'SH VAU WR nO Q LOFT , N _ N '.:y _ . `�;,'• I<zl 1:r-r=s / 1.�.a a_ __ u1 1.vo�.rJa'-urf0 cn41_ II ? 3'-9 /2' -•-i- 4 I O P 5•a 12' 3'- •i�l - LIVING ROOM 5 rr 4'-7 I/2` yly 5 1/2' I � r '/2 __ ornaou I I 1 r_ = La - b HALL m ouurNll- � �1 O - N S•a-T DY Y ------ ----- I N Q FC EW €'11 ° 1 CL: OO BEDROOM #2 b a I 6'-13/4' N 1c• Icv� © ea. - gll - - n 1 I Gr---- - ® Z -- XD to 8 . S d'-3 1/r - 6-4 I -7 Nr S'-3!/2' b'-0 1/4• '� a � 0 .- 6'-4 1/a•, 4:i_ T-8' - ® pq N 0 nva 04 J U a u i= ' PLAN ' SECOND FLOOR SEC � e/15/2W5 DA TE:FIRST FLOOR PLAN I/4• NT . - I 1 SPACE SCALE: 1/4'=1'4r 534 SO.R.LIVING SPACE 166 SO.A.DECK - 256SO.FT.3-SEASON - URAWIFIGS. . GROWN MOULDING ON � �m �1Zn O . IxG BWLT OUf RAKE BD:OVER , X� lD Q i x8 BOAP.D DECORATIVETERN SHINGLE Q LL Z TYPICAL L DIAMOND PATTERN FRONT ONLY J W O cj BP.ICK Cn1MNEY - I. __ __ - -_ _ _ - _ - _ - ' -p m .. ..-- ----- TCP a RAi[ Q F-a I a5,IG CORNER BD V ),a FASCIA BOARD ON _ DORMERn . _ 8'P,OOF OVERHANG OVER Ir 10 FRIEZE W.W7 BED MOULDING - -- --- -- - O - - - TP.AT FlPST FLOOR _ _ _ C - C _ -__ -I s.8 CORNER BD.®FRONT - . TO or PlwTt rro^nor. _ f x8/S � ' PIIE WHITE ALUMINUM CLAD 1.4 PINE CASING Nv- - - LDG.CAP .Hi -.. ..___. .._ . W.C NG1.E5 ____ B _ _ B __ FRONT ONLY _ - � x 1 CROWN I rarsr rJo� ' . BPJCK 5TEP5 TO GF,AUE i. DOOR .. _ BR h 14 FRONT 4 PANEL ' WNH PINE CA 1NGHON IDESND SOM- - _ - I a6 PINE CASING ON SIDES. .. .. I.10 ABOVE WITH CROWN MLDG: \ FRONT ELEVATION O : - CONTINUOUS ROOF RIDGE VENT _ _ -- ♦. - - GAF TIMBERLINE FIBERGLASS - POOP 5HINGLES -TYP.. ROOF DECK WITH HAND RAIL: . - - - - - 1.4 DECIUNG ON SLEEPERS . - - - ON RUBBED.ROOFING OVER V c[nnlc m r. 12•COX FL\\VD.SHEATHING ON ,. 2.8 CLG.JOI5T5 @ 1 G'O.C-CUT • —- - _ - TO SLOPE AWAY FROM nOU5E 7. SG'QID ROO?. ... -_ .. :_ _ _ _ Tcr Or RATE WQ TOP OF RAT[ E[B __ VYIRE ALUMINUM CLAD C�.� _ -_ _ _ _ -_-_______ __ _ FIVE CASING ._... _-.. .._ _.- WI OOHS LW RE ® a' CORNER BDS. _ _ .-. - B - 1 xG/5 PDJE - - - N - 5-EXPOSURE c: z LL .- NOTE: a Vl SEE OWNER FOR FINAL DECISIOI.6 ON w RETAINING WALLS 1 a f ' ' I ~ - --e•PDUPro nlDnl wnu , - DATE 811612OD5 1 I RIGHT SIDE ELEVATION 1 cPace Lort ai•a%--- SCALE: �=1•,1A -O- 1lr'=ra - -- ---------- I rT -y ��-Ir ranroAT�al\vau DRAWINGfi sTFYx.'IICWIKPS OP PiJ3xplf ' - t 1 J✓_J'li!-1 WJYST:V.LLJ OCYG!D _ � CA In _ Np 2 CROWN MOULDING ON N- - - � v� - OUT RAKE . 1 X8 FRIIEZE 50ARD W.OVER 0.6 Qo . TYPICALOP q N 2 10 IL IxA FASCIA BOARD ON a•ulrc w.�u ---__ __ __ __ ' 8-ROOF OVERHANG OVER 2 - 1..1 O FRIEZE 80.W - _ a BED MOULDING TYP.AT FIR5T FLOOR Q -Q6 secam Plooz - Ln•uIF P.axl rwre _ - - - TOP r.J iv CORNERIQ 5 FINE oil W.C.5HINGLES - . @ 5-EXPOSURE g - r..1 •��—LJ-1._Tr_— - , mu NOTE: LLlf-if 5EE OWNER FOR FINALECISION5 ON RETAINING WADS . .•... ., .� REAR ELEVATION �" 3�-�' �" 0 . CONTINUOU5 ROOF RIDGE vEKT. 1 1 _ - _ _ _ 0 'f. - - - GAF TIMBERLINE FIBERGLASS ROOF SHINGLES -TW. .. _ - • - _ _ ' BRICK CHIMNEY . _ ROOF DECK WITH HAND RAIL: 1.4 OECrJNG ON SLEEPERS- - L/ ON RUBBER ROOFING OVER ., :. '." _- - - .. _. ••. - v 1/2'CDX PLYWD.SHEATHING ON - .. 2.8 CLG.JOU`T5 0146 'O.C.CUf - _ TO SLOPE AWAY FROM HCUSE c - _ C•J y Lu • c 0 - Q 8 2 — ® ® IQ 5 PINE O - - CORNER BD5. - a J W.C.SHINGLES. m p O 5'EXF05UPE Z t W .-1_._ p 0 ��p N - , I U 0 DATE:811512W5 LEFT SIDE ELEVATION SCALE: 114•=P-0- . - - DRAWING C. A :© z m O In�o >z cl ' p z zz E cdmu.Row note mrt - cdmu.POOP note ve+rt - 4 to to CplDn ROw�IDGe VE•R - 2 O . 2,12 PJDGC BOAPD 2.12 PJDGe BOPP.D e: ^ -N J nDGL COAPJ) L�j 0 2. ,.COr PxTr Ig woc. S m wv.dlP I W O Tn.IBCrLVC(DR 12 ^.B P.00 PAPTCPs E 16.00 .. • _ _ T a. a cr I2•CW.Nuo.SnGMnG. t d. " - z.Io eow ear:cra - ^� ID m.,BLrJuIe F'aeL.RoorsnmGLEs alD rwrnrs I' nr+4 CO Rl.tp fALQGTrVIIG. - E r6.00 e�V/ . rILUYRV2 rDGl PACE JmrGLGS - \ G 2.D5@ 16'OG.. _ - - . R-30 u1suwndl - - '•V P.-90 VISIAA D'SOT 2 C FLOC rIG:•S I.B HJCS BO. _ Lv91/2CMrM.5®GIMIINi. VOITnIG pAfRfSE$IwcD aGs - _ 2.65 Q.+ O.' AT +ID ROd: - �_ T&IBEWICrBGt P,Ow SDuI(if5 _ - y -rl •Z - - 'a rTi /•T - TOP w r1 c - Tw Cn RATE .Ow DECK _ RUBOfc DCR PJ>�u1GQ l•'•CD tlw :.B ROCF RAr m @+a-O.C._ / / w+E CF GPeIL r \ , PHIA SLIpuIG I1P I dl 2.lo 5 1 z•ox-CUr To 9LCPE a 112•c 4EIMG BAFFLm SLOP CUTS. Y_ ri/ 0'nr.•N VRAmu1G+ / / e lD \ PE1w 0B .,10p.9 LMTt11.4 CA51+IG IH•I Pr AY/AY PPJAI IKLfit l as C0.51uG-M. i DIGB R PBGI.V191e '- /F: a\ CL / BEDROOM 3 a•ulx:•FAu BDRM. B•SOrRT OPEP.MNIG rn trlO FP.R3 W�/ - AIIDDDDLLMIOULDIIWM /��'. 9A Im COWIG \ - - a ,,I - - • ' =�1-i: 1 I ,1 t.TI" - .a�\ TCP w nArz _ 1 3/a•v.e.RYVF000 9UpPLOCP,wee - 1 s 'I�! II f �III i�It;!��,: ,I. - � . . _ - - — I 91rz•Aa-zo ru.JdsTSE 1G•o.c - sEcdlD RooR - '�I 1 f.gli I,E lo1, !tj�,.j,__ I _+w r•LooR • - 2.6[,peR.STUD tvN15 W/a Trz• - :f'�1;S�L_(/.:,, 1 Tw Cr RAIE Tw OP Pwit , rou.nlsuwr LIVING DINING s ft - - 'D WSX15STL BM. 0 3 SEASON RM _ ns@. w7m Dd vnllods : "RLw rPtlrrn mcr.. - - ' M.B E D R O O M ^.c EErot stub wPLLs HALL C L O S. nwse rmx•ri.c srul �•EYP09UP1.TYPICAL tYDT11N CASnIG-M. W.TB pa CASVW-M. _ < - N - - 3rr T w my mD s 51LOOe dttr- .. yr r..c PLri;•ow suoFLorv.ovEr, -,T.... _PLri'rCDp$UaflGdL Oo.c 9.,/2•PJa.20 rIR JdaTa E t6'O= FIP51 FLOO; 91/ A19-20 rLP JOU`15 Q I6'O.C. . I/2•.l 2'PI IOIC?pOLT9 - 9 12'A15-20 FL➢.Jda3a Q G•O C-TYRGL .. FIP9T fLOCR ".rRJT PLOOR "ail: Ec ^•.UIU14`c - : - s 13)13p•.9 IF_^Ltt%P.T a 9IIT \/d-X) „ OC. TTICAL ID" 1 11 13,1 N-9 rrz' , 6Ir2 FDGL.YSw.•—/+•r1 314 i LYL GP.T Jlrz•CC,G l.rcda.Fwro- it _ it 'll - Ycowl.vls f - 1— lz•renQl wnIICRaT401GD POUPPD :. wLLY CQwVS dI Y 2 30130.t�•TnICK 11 II Iil B2M0ID . O _ talc Fouupnrldl wAu dI I. PouP.Fn Foorulp 11 - LI ,.ill - ^-9•wGn s Tmca t, w / 9'.r 6'Cdlml.FOOIpIG�. ' {ITnnIIICGA�A 1rCr•.dCP TSeD. Rd-JR r - JIII L111 r-I1!I IUIP 9dlic miic _ •lT dCLLC1:dCCC.PIPAC TTw O 0 Rc(P4•mCyB RCM, POD CCIICPJ d-Id BA5f0 G -- f(1 F'[R.P+AAAP.IBP9e _ SwB ROCP. ll! . - - 9•TM1CI rouPJ:D CO.. a. WIIDATa,v!'PLL dl 2G'O• - 3z-a _. - - - 9'.I6•cdmu FOCfIIIG- Mall SECTION AT 3 SEASON ROOM SECTION AT ROOF DECK_ btu S1 SECTION AT FAMILY ROOM/DINING ROOM KS2 S3 AND MASTER BEDROOM S2 AND MASTER BEDROOM HALL A 5 w4-=r:1r 19 a e z V ® a Q of of ® CJp N �- L- U JJ O' • DATE 811512DOS SCALE: 191-f-(r DRRA��ApW\\INGA (/r�7