Loading...
HomeMy WebLinkAbout0049 WEAVER ROAD - Health 49 Weaver Road Centerville ! F Ili! �.a- ono UPC 12543 �o` No. 53LOR 4 a,T IN f;S MN Message Page 1 of 2 McKean, Thomas From: McKean, Thomas Sent: Thursday, September 15, 2011 10:16 AM To: ' 'Wayne Miller'; 'Paul Canniff; Jimmy Sawayanagi (exit5gallery@comcast.net) Subject: RE: Fw: Deed Restriction on 49 Weaver Road, Centerville, MA Good Morning Dr. Miller- I researched the Health Division and Building Division files on this morning. There were no variances proposed or granted. In 2006, Health Donald Desmarais denied a building permit request there because it appeared as though a fourth bedroom was requested in the basement. The existing septic system was only designed for three bedrooms. The existing septic system constructed in 2003, was designed for only three bedrooms with no extra capacity for any additional bedrooms (332 gpd capacity). Some time later 2006, the applicant came back into the Office with another request to construct a "media room" and an "office"within the basement . These additional rooms could have been considered as "bedrooms" per DEP definition. A deed restriction can be recorded to allow for the construction of rooms that are not to be used for sleeping purposes, as is allowed in Title V. Health staff therefore required him to record a three bedroom deed restriction. The owner has the right to construct additional bedrooms on this parcel in the future if the septic system is upgraded to accommodate additional bedrooms. NOTE: The parcel on Weaver Road is over 9 acres in size (this includes wetlands on the site). On the other parcel located at 337 South Main Street where the new restaurant is proposed, there is a stream located behind it which may be of concern to the Board. A site visit is recommended. � 1 Tom P.S. Mr. Kuhn came into the Office yesterday inquiring about "restaurant" estimated daily flow versus "fast food" flow. Title 5 shows two different flows, 35 versus 20. -----Original Message----- From: Wayne Miller [mailto:wamdoc@verizon.net] Sent: Wednesday, September 14, 2011 11:00 PM To: McKean, Thomas Subject: Re: Fw: Deed Restriction on 49 Weaver Road, Centerville, MA Tom-- Is this the standard language we accept in a deed restriction? Tell me the particulars about the property,the system,the variances granted please. Thanks Wayne On 09/14/11, McKean,Thomas<Thomas.McKean@town.barnstable.ma.us>wrote: Recall months ago, we informally discussed exchanging this land for another located at a property somewhere near and across from Four Seas Ice-cream, off of South Main Street Centerville. Mr. Kuhn is proposing to construct a restaurant there. This attached deed restriction needs to be reviewed at or before a future Board of Health meeting. Mr. Kuhn is of the opinion that he can expand there if the septic system is upgraded. See below. From: C Kuhn <chriskuhni@yahoo.com> To: McKean, Thomas 9/15/2011 II Message Page 2 of 2 Cc: Stephen A. Wilson P.E. <swilson@baxter-nye.com> Sent: Wed Sep 14 17:32:17 2011 Subject: Deed Restriction on 49 Weaver Road, Centerville, MA Hi Tom, I did leave a message for Steve Wilson to get on the agenda for the next Board of Health meeting and I am including him in this e-mail as well. Attached is a copy of the recorded Deed Restriction for my property located at 49 Weaver Road, Centerville. In item 2 of the Restriction you will see that I have every ability to expand the dwelling and septic system on this property, provided I upgrade or replace the existing system. I hope this answers any questions the Board might have regarding my ability to further restrict this property for the purpose of transfering septic flow. Regards, Chris 9/15/2011 a�.z . a 11-16-2006 a 11 = 29ct DEED RESTRICTION WHEREAS,Christopher P.Kuhn and Penelope Hinckley,husband and wife,of 49 Weaver Road, Centerville,Ma,are the owners of real property located at said 49 Weaver Road,Centerville,Ma,hereinafter referred to as the"Premises"and which Premises is shown on the 2006 Town of Barnstable Assessor's Map No.207 as Parcel No. 093. N M WHEREAS,Christopher P.Kuhn and Penelope Hinckley,as the owners of said Premises have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in the house existing on said parcel as a pre- condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; a WHEREAS, the Town of Barnstable Board of Health, as apre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this parcel,is requiring that the agreement for the restriction on the number of bedrooms in the existing house on the parcel be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, Christopher P. Kuhn and Penelope Hinckley do hereby place the following restriction on their above-referenced Premises in accordance with their agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. No. 49 Weaver Road, Centerville, Ma may have constructed upon the lot a house containing no more than 3 bedrooms,unless the number of bedrooms is increased by the Town of Barnstable Board of Health. Christopher P. Kuhn and Penelope Hinckley agree that this shall be a deed restriction affecting the �. Premises which is shown on the 2006 Town of Barnstable Assessor's Map No.207 as Parcel No. 093. ' 2. Notwithstanding anything contained herein to the contrary, nothing in this deed restriction shall prohibit the owner of the Premises so affected from increasing the number of bedrooms in the house on this parcel by upgrading the existing septic system or by installing a new septic system in compliance with the then applicable regulations or by connecting to a municipal sewer or wastewater treatment facility,if available. Bk 21527 Pg 169 #71340 For Title of Christopher P.Kuhn and Penelope Hinckley, see the following deed recorded with the Barn ble County Registry eeds in Deed Book 17574,at Page 302. 771 . top P.Kuhn / o A Penelope Hinc y COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. November l� ,2006 On this&&day of November,2006,before me, the undersigned notary public, personally appeared Christopher P. Kuhn and Penelope Hinckley,proved to me through satisfactory evidence of identification, which was a Massachusetts Drivers License, to be the people whose names are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily as their free act and deed for its stated purpose. RA R4.. jr , ca , �< otary Public My Commission Expires: LAURA &JUGUGLIC BILODUU Notary Public Commonwealth of Massachusom My Commission Egtiros April 19, 2013 � R T-t3 OUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS 'W�� —o 3 5 No.----------------- Fee-------------------- BOARD OF HEALTH TOWN OF BARNSTABLE ZppricationArVerr Con0ructioni3ermit Application is hereby made for permit t nstruct (v), Alter ( ), or Re air ( )an individ 1 ell at: Location — Address Assessors Map and Parcel Owner Address 5 � _ �l� J -- --------------- ----------------------- ----- — ------------------- Installer — Driller Address Type of Building Dwelling -- -_- -— ----- — Other - Type of Building--=--------—.---___-. No. of —__.__-- Type of Well Capacity—____-------.-------------------- Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Sign Application Approved By __ --__—___— ,I d e�r date Application Disapproved for the following reasons: ------------__.----_______—___—__---____—_ , date Permit No. V�J a'� b �� ! Issued----` �� - - - -- ---- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well onstructed (Al Altered ( ), or Repaired ( ) by—.,O-A-- -- ---&,21-IZ . 1,1'O -------------- ---- n/ 0 Installer — ---- ------------------------------------------------------------------ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -----------.-------_-Dated--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------- - -- Inspector------------------_-.______ --__---- -- - �_-o -5----No.— Fee— BOARD OF HEALTH 1 a TOWN OF BARNSTABLE �t Cicatiori or Veil Con�tr'uc'tio- ermit t Application is hereby made for a permit to Construct (Alter ( ), or Repair_( )an individu 1 Well at: , I Location — Address — Assessors Map and Parcel 14 - ---- --- ----------------------------------------------------------- r Owner — / Address --------------------------------------------------------------------------------------- Installer — Driller J Address Type of Building Dwelling------------------------------------------------- Other - Type of Building--=---___—_____________ No. of Persons---------------- —__—_____. T -- ( Type ---------of Well �-� Capacity---------------------------------- Purpose of Well.---- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signe -mot -- - — d to Application Approved By _ —___—_____ ___— ---------- li date I Application Disapproved for the following reasons:— —----------- date e � t Permit No. —�✓ b_ ___—____- Issued------ - ��_ _ ---------------------------------- date ,— ----------------------------------------------------------------------------�----------------------- BOARD OF HEALTH TOWN OF BARNSTABLE R _ ertlf irate Of Compliance �Y THIS IS TO CERTIFY, That the Individual Well Constructed (A-t Altered ( ), or Repaired Installer r has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------1--------Dated-------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- --------- - Inspector--- - - -_® -------------------- ------------------------------------------------------------,---------� BOARD OF HEALTH TOWN OF BARNSTABLE Veil Con5trutt ion Permit No. - Fee. Permission is hereby granted-- - 'a4*114-2 1 1L_ ¢'^r_��{,� ______—________ to Construct (A4''Alter ( ), or Repair ( ) an Individual Well at: J No. -- ---- --------------------------------------- ,.,.�. _Street ---------_------ as shown on the application for a Well Construction Permit No. (0 '— ---- ---- Dated- _---- -� --------------------------------- - - - -- - ------...... Board of Health DATE^ _-- ---- -- No. G �✓ to 3 Fee ! 56 THE COMMONWEALTH OF MAS&ACH°CSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION s.TOWN OF BARNSTABLE., MASSACHUSETTS 3pprication for Migpogar *p5tem Construction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) El Complete System TJIndividual Components Location Address or Lot No. Owner' Name,Address and Tel.po. :207 - 0 3 Assessor's Map azcel �O��p�vf Jjp Installer's Name,Address,and Tel.No. CJ Designer's Name,Address and Tel.No. 'ear/,'V`op,�Y 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 0 s Type of S.A.S. Description of Soil Nature of Repairs or Avterations(Answerwhen ap licable) a` W a 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 Certifi- cate of Compliance has been issued by th' oar of lth. Signed Date T Application Approved by Date 17 Application Disapproved for the following reasons Permit No. C9 _ Date Issued No. O�>�. �d l� 3_ A Fee / V THE COMMONWEALTH OF MAS CHIOSETTS Entered in computer Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE., MASSACHUSETTS +C 2pprication for Migpoal *p5tem Con5truction Permit Application for a Permit to Construct(Y)Repair(I )Upgrade( )Abandon( ) ❑Complete System IM Individual Components �J Location Address or Lot No. Owner' Name,Address and Tel. o. 2©`7 - 093 �� W 'l��'' lam/ Geis /<u4., Assessor's Map/Parcel Installer's Name,Address,and Tel.No. / Designer's Name,Address and Tel.No. bet lrlelyi 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date r ! Title Size of Septic Tank of S.A.S. Description of Soil Nature of Repairs or A)terations(Answer when appl cable) 14 - a — Ne A - Date last inspected: J 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 Certifi- cate of Compliance has been issued by this Board of.Health. Signed G � Date � . Application Approved by Date 7 ' Application Disapproved for the following reasons ` Permit No. 'acC O 6 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT Y, that the On-site Sewa ,Disposal System Constructed( Vrepaired ( )Upgraded( ) Abandoned( by at y � r /� Z��! ��/w has been constructe in o dance with the provisions of Title 5 nd e r Disposal System Construction Permit No.a�Gt9 � dated. a �� Installer � �' t Designer '-'-- The issuance of this permit shall not be construed as a guarantee that the s+stelp Nilll function as designed. Date Inspector Al >kp C' -----------=— ----- -----= '_--------- -- - No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mizpool 6 �teiu �tCotwtruction Permit Permission is hereby granted to Construct( ep\ir( )�U,grade( )Abandon( ) System located at �� / ro/ - C 9*"-e���//�' 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:Construction must be completed within three years of the date f6 thus pe iit Date:_ cam• I Approved by TOWN O-FeBARNSTABLE ,,,,,,,/ ,�y ,C-CATION '7'7 G�°t.� /J� /'rG� - SEWAGE # 20 `K63 {va LAGE I�l/l�61 Li ASSESSOR'S MAP & LOT_,�2 : 6 J� INSTALLER'S NAME&PHONE NO. /N�© L06i'c$�. �7/`�'�,� SEPTIC TANK CAPACITY Z O® P'ZD LEACHING FACILITY: (type) 7-"50�05pel �(size) 12 x-*'Y Xr2 NO. OF BEDROOMS BUILDER OR i WNER PERMITDATE: Z1,?M4 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Z7 gA A3 - 3 1 _3 00 dtGlA� 3 BEDROOM LEACHING FACILITY INSTALLED 8/19/ �1 . 1 Q,l PROP C. B SIN ro I�1 1 cu W I B O� 1� i' �6 r EXIST. /• NOTE: IF VEHICLE LOADING � 1 8 1 .4s EXPECTED OVER SEPTIC GARAGE i i 1 1 , Q� PRO . SYSTEM COMPONENTS, LP 1E H PI i - X THEY MUST BE H-20 I .56 . COMPONENTS. (REPLACE H PROP. GARAGE - --�1 T AS NECESSARY) EES�6 _--- S S 19.80 s. a .88 LY ( BE 1 15.78 ! ST - 23 !ANI . 8 f A 0 L IS G RE—LOCATE SEPTIC PR p, WAY RAMP AREA WHEN COMPLETE 46 ORBL T E I i5.57 ,� (F CONST.) � ` —. �'�'/P� 7 WA < .r. \-46.47 it CXCAVi iiv'N \ �. 84 .,l ,2 0, GbCL CL +r VE6\ I ---- ------- —.._ __. 17.89 1 10, PROP. 18.03 / TYP DECK EXISTING / IvW i �- �2 - 4,Q3 19.32 DWELLING EXIST / 53nP � �2' S1$��fi 0® 1st FLOOR = BRICK / �� I� ft9.75' PATIO/ ; SAA /i0.25 17.9A �f0.23 1 _ Al 17.73--� l � 8 8 ®�Ab*v_ 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: 49 Weaver Road Centerville, MA 02632 Owner's Name: Estate ofArnold Lane Owner's Address: c%Jack Delaney, Executor Date of Inspection: June 24..2003 Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.O. Box 49 Map:207 Osterville,MA 02655-0049 Parcel. 093 Telephone Number: (508) 862-9400 Lot: 1 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority ✓ Fa' Inspector's Signature: Date: June 26, 2003 The system inspector shall subm 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 1 Page 2 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 49 Weaver Road Centerville, M4 Owner: Estate of-4rnold Lane Date of Inspection: June 24, 2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: 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 1 r Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 C. Further Evaluation is Required by the Board of Health: ✓ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water ✓ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has aseptic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for 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. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 49 Weaver Road Centerville, M4 Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 D. System Failure Criteria applicable to all systems: You must indicate either`yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/s day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the'SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for 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 (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. NOTE: This property has a single cesspool which automatically jails in the Town of Barnstable. E. Large System: 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 _ 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 Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 49 Weaver Road Centerville, AM Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 Check if the following have been done: You must indicate`yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? n/a Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS, located on site? ✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes 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 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 49 Weaver Road Centerville, M4 Owner: Estate of.4rnold Lane Date of Inspection: June 24, 2003 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a Number of current residents: 0 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown 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) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: None on file-per treatment plant Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system ✓ Single cesspool ✓ Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Unknown Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 1 l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) SYSTEM#1 (Cesspool acting as septic tank) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene ✓ other(explain) Cesspool block If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 6'W x 6'T x 8'6"bottom to grade Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: -- Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: -- Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): The cesspool had 3'of liquid on the bottom. An outlet tee was present. The cover was 4"below grade. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert, evidence of leakage, etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, AM Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: Qallons . Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: None (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.): 8 •Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) SYSTEM#1 If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: ✓ overflow cesspool,number: 1 (SYSTEM#1) Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.): The overflow cesspool was S'W x 7'T x 10'bottom to grade and had 2'of water on the bottom(appears to be ground water). The bottom of the overflow had the same approximate elevation as the wetlands. CESSPOOLS: ✓ (cesspool must be pumped as part of inspection)(locate on site plan)SYSTEM#2 Number and configuration: 1 single(for bathroom) (SYSTEM#2) Depth-top of liquid to inlet invert: -- Depth of solids layer: 12"sludge Depth of scum layer: -- Dimensions of cesspool: S'W x 6'T x 8'bottom to grade Materials of construction: Cesspool block Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): The single cesspool was for the bathroom. The cover was 10"below grade. The cesspool was dry. The cesspool was approximately 40'from the wetlands. PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 r ' Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville. MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 Map:207 Parcel: 093 Lot: I 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. 32 P"o O M - r y0' �� 10 Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: ✓ Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: There was standing water in the wetlands in the front and back of the house. This report has been prepared and the system inspected and failed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. I1 No. Z00 3" JSZ r F Fee THE COMMONWEALTH OF MASSACHUSETTS _ Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0ppYication for Migoml *pgtem Con5truction Permit Application for a Permit to Construct( . )Repair( )Upgrade(N Abandon( ) LXComplete System ❑Individual Components Location Address or Lot No. Li cl W EA V E R R 0 Owner's Name,Address and Tel.No. CE WC-/Z V 1 L L G , /Yl A SS F_s r•A-r rE OF A CL t-J U L_0 L A QG Assessor's Map/Parcel Ll q UJ 6 AV 1=R FLaA D /Y) ZO'7 Pog3 CEivTLRVILLi 9 1"AsS Installer's N Ad Iress,and 30.No. Designer's Name,Address and Tel.No.50 Fs-LI"2-g'3.3 y C, n/5?_ S U L L I V/OM- aP&INE=r6I.2 1NG pArte—ea RD. 3g Sc� C.. ZJ osT Iz VI L-Lff lnvss . Type of Bu' d g: Dwelling No.of Bedrooms 3 Lot Size 9,57A,- ft-€t. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 0 gallons per day. Calculated daily flow 3 3 -2- gallons. Plan Date �TLJ L y 2 q Z.90 3 Number of sheets 2 Revision Date , Title P M0 P05CD SEMI G L4 F> -MADE Size of Septic Tank /6-oo G,49L,LeA1S Type of S.A.S. 12'X 2S'LL-ACIuNy ehAlWi3elZ Description of Soil 0= 2/ Lo%1 M at S u F3 S01 L 10 2- /59-0-0. _5PAID Nature of Repairs or Alterations(Answer when applicable) DFSIGNIING c� INSTAI A UPER•✓ISE CATION-AND u-c���' ► V'�rRiTfRd'G' J`,N V ZA� 2CD3 THE SYSTEM WAS INSTALLED IN STRICT Date last inspected: ACCORDANCE TO PLAN, 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 Certifi- cate of Compliance has been issued by this Board of HNQ. Signed Date Application Approved by Date 7-30_0 3 Application Disapproved for the following reasons Permit No. 20o3- 35 Z- Date Issued '7-30;-03 --------------------------------------- Zoo 3- 33' Fee 4 THE COMMONWEALTH OF MASSACHUSETTS .f Entered in computer: V ' d - Yes `" ; PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS k a ' Zlppricati,Pn for.0i50oga1 *y0tem Cougtruction Vertuit , Application for a Permit to Construct( )Repair( )Upgrade( Abandon( ) q Complete System ❑Individual.Components Location Address or Lot Noi t j el \N 6AV E R CLD - Owner's Name,Address and Tel.No. j CENj,6jaVII-LG , /YIASs ES7 TE of ARNoL,D t.Au.►� As Map/Parcel L4 aJ W EAV GR Rv/2 D I3'? Zv'� f� 093 CEA.TLRVILLt 1, MASS Installer's N Ad ress,and Tgl.No. t . Designer's Name,Address and Tel.No.5O fs-y SU L L I VAw aIV61IVG6R t NG . 8 S� •.. -7 PArIe- R 12C, } i 3 �C°' 7 t til .7j 057"ERVI L_Lff 1n,4_S_S Type of Bu' ding: Dwelling No.of Bedrooms Lot Size q,57At ogrfit. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures `' Design Flow 3 3 O gallons per day. Calculated daily flow 3 3 Ze gallons. Plan Date .TU L V 2 9/ Z oo 3 Number of sheets '2 Revision Date, Title P Ro PosCD SEP`0 G Lu P&I-A DC Size of Septic Tank /6-00 G,9L.LorVs Type of S.A.S. 12:X 25�L�IaCllylt/y�AMBER Description of Soil O= 2r LoAM 4 S u F3 Syt L , 2- lne-o. S,gNfl , a y r Nature of Repairs or Alterations(Answer when applicable) 176 Date last inspected: , J V YV G ?A, 2LI✓b3 Agreement: + The undersigned agrees to ensure the construction and maintenance of the afore describe m d on-site sewage disposal syste '` in accordance with the provisions of Title 5 of the Environmental Code and not to place the ,system in operation until a Certify- '�= ' cate of Compliance has been issued by this Board of Heelh . `� Signed aJ.1 Date Application Approved by Date 7` 30 4D 3 Application Disapproved for the following reasons r A , Permit No. 2 aU 3` 35 Z Date Issued 7- 3 U U 3 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ; 1 THIS IS TO ftRTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(x) Abandoned( )by at 9 LV 1/- SS has been constructed in accordance with the provisions of de 5 and the for Disposal System Construction Permit No. 2 003-35 2- dated 7- ?U-O Z Installer DesignerSLILI i1.14rL, - G G The issuanccey of this p��it shall not be construed as a guarantee that the system t uWidDate S ` ( I Inspector / F �1 No. 2UD3 - 3S2- Fee 50 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS or 1=i!5poga1 *pgtem Cow6truction Vermtt Permission is hereby granted to Construct( )Repair( )Upgrade X)Abandon( ) System located at 4 q W,=_AVE& (Z aA D( C_&APr&jZ I/'//_/dF;j _AUS S 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. 1 Provided:Construction must be completed within three years of the date of this permits Date:_ 7- 3 `l0 3_ Approved by _ ` r" TOWN OF BARNSTABLE • LKATION W L-a�e.— - SEWAGE # .2d C 3 r„ VILLAGE ASSESSOR'S MAP & LOT AO7 9-3 INSTALLER'S NAME&PHONE NO. -714 -`/12d' SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 7— civ-YWA-L�S (size) Zm2 Zj NO. OF BEDROOMS BUILDER O WNER --eN�.�� PERMITDATE: `2- 3o -Q3 COMPLIANCE DATE: 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 7 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) /V Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of le king facility) o& Feet Furnished by �A FYI/ o I FAILED INSPECTION COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION RECEIVED TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 49 Weaver Road Centerville, MA 02632 Owner's Name: Estate of Arnold Lane Owner's Address: c%Jack Delaney, Executor Date of Inspection: June 24, 2003 Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.O. Box 49 Map:207 Osterville,MA 02655-0049 Parcel: 093 Telephone Number: (508) 862-9400 Lot: 1 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority ✓ Fa' Inspector's Signature\subm Date: June 26, 2003 The system inspector sha 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 I ****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 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND) in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: 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 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 C. Further Evaluation is Required by the Board of Health: ✓ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water ✓ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for 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. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for 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 (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. NOTE: This property has a single cesspool which automatically fails in the Town of Barnstable. E. Large System: 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 the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area- IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? n1a Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS, located on site? ✓ _ Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes 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 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a Number of current residents: 0 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system (yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown 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) Non-sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: None on file-per treatment plant Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank, distribution box, soil absorption system ✓ Single cesspool ✓ Overflow cesspool Privy Shared system (yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Unknown Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting, evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) SYSTEM#1 (Cesspool acting as septic tank) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene ✓ other(explain) Cesspool block If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 6'W x 6'T x 8'6"bottom to grade Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: -- Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: -- Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): The cesspool had 3'of liquid on the bottom. An outlet tee was present. The cover was 4"below grade. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any evidence of leakage into or out of box, etc.): PUMP CHAMBER: None (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.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) SYSTEM#1 If SAS not located explain why: Type leaching pits,number: leaching chambers, number: leaching galleries, number: leaching trenches,number, length: leaching fields, number, dimensions: ✓ overflow cesspool,number: 1 (SYSTEM#1) Innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): The overflow cesspool was 5'W x 7'T x 10'bottom to grade and had 2'of water on the bottom (appears to be Around water). The bottom of the overflow had the same approximate elevation as the wetlands. CESSPOOLS: ✓ (cesspool must be pumped as part of inspection)(locate on site plan)SYSTEM#2 Number and configuration: 1 single(for bathroom) (SYSTEM#2) Depth -top of liquid to inlet invert: -- Depth of solids layer: 12"sludge Depth of scum layer: -- Dimensions of cesspool: 5'W x 6'T x 8'bottom to grade Materials of construction: Cesspool block Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): The single cesspool was for the bathroom. The cover was 10"below grade. The cesspool was dry. The cesspool was approximately 40'from the wetlands. PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.): 9 Page 10 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 Map:207 Parcel: 093 L ot: 1 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. I t t A B 3a �8 a a ' G"1 10 Page 11 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 49 Weaver Road Centerville, MA Owner: Estate ofArnold Lane Date of Inspection: June 24, 2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked, date of design plan reviewed: ✓ Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: There was standing water in the wetlands in the front and back of the house. This report has been prepared and the system inspected and failed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. 11 4 24"0Opening Above For M.H. �! 1/2 0 Gcly.Pipe For Frame 8 Cover. Float Support Pump Power 8 Float Control To D-Box Cables Installed in Accordance _ With Local B Idg.8 Elec.Codes. -" N v a 4"0 From. Septic Tank. S ch.40 PVC Precast Pump Chamber 81-0 A� e. D `7'�:o'Di PLAN "ro'm' �S'ce ' VC Finished nk Grade o..a.7 Conduit Thru Chamber Galy. Emergency Storage For Power 8 Floc. To D Box 9 Y 9 Cables. Chain o: Volume 330 Gal. Inv. s. lvlin.2 Cover Alarm on 11.5 Mercury Float. D 2"0 Sch.40 PVC Pump on 11.0 Y Threaded Pipe Switchs-3 Req'd Pump off 9.8 Check Valve Secure Pipeat Top 8 Gate Valve Bottom of Chamber_____ �t--J Bottom El. 8.8 �1' °' 6 Wcshed •.. cone Min. SECTION 7— (1000 GALLON SEPTIC TANK) PUMP CHAMBER DETAIL Not to Scale NAM Grade f f Filters ' -m in Fabric Compacted FIII Pea Stone M Leaching Chamber 3/4'—I I/2 Double O1 .. . washed I_ Iz'-0" CROSS SECTION OF CHAMBER NOT TO SCALE PETER SULLIVAN NO.2973 CIVIL a' SHEET 2 of 2 C7 49 WEAVER RD. CENTERVILLE, MASS. SULLIVAN ENGINEERING INC. OSTERVILLE,MASS. JULY 29,2003 5/25/01 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, ?aTiF_i2 U LL V VA" ,hereby certify that the engineered plan signed by me dated A.v L y 2D�2 , concerning the property located at -AS) VI i=AVevL i?,D CE&1—KER-VI LLB meets all of the following criteria: • This failed system is connected to a residential dwelling.only. There are no commercial or business uses associated with the dwelling. yE5 1p� • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. y c S 6 v • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. YIE,S /bv- • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) . 11( B) G.W.Elevation _+adjustment for high G.W.l,G = 5 0 DIFFERENCE BETWEEN A and B I b 0 SIGNED DATE: UL` ZOO-IS NOTICE Based upon the above information, a repair permit will be issued for 3 bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. q:health folder:percexmp Town of Barnstable `t+e rq�; Regulatory Services NAP e� Thomas F. Geiler,Director • BaRivsThi3L& • NAM. Public Health Division rEna�a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form i Date: y 7 2C(.') Designer: 1G1taL_L_iVAisW 1UC Installer: Address: Q-0A"C> Address: On was issued a permit to install,a (date) (installer) septic system at 4, WE qU__e- ZOkO based on a design drawn by (address) s�6T Ilz �a,_L�.1 fit-! C 1� ���►.iL dated L-� 9 ,2C (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. K 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. (BBnl ler's Signature) 90.29M VAN CHIC. (Designer's Signature) (Affix Desi €r's St p 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:Health/Septic/Designer Certification Form i DESIGN DATA '•;• �� M "• , / \ Single Family 3 Bedroom -. in 1 g y '1 :Ce �e IIeJ`5 e•..;: I,�• / t t1 No Garbage Grinder- Daily Flow: 110 x 3 =330 gpd Septic Tank: 330 gpd x 200%=660 gpd ;, Use a 1500 Gallon Septic Tank. 'CVS �"I l'I .411 / o .• B i LEACHING AREA �!`O 2CD • !� 7 I i I 330 gpd/0.74= 446 s.f.Required Sidewall;2(12 +25 )2= 148 s.f. , O�T�oI Bottom Area: 12'x 25' = 300 s.f. l/ N \ f, CV ,1 C�tiC(F �� 448 s.f.Total Provided. e=x 5T• !o !S F Cjtic+� ��'Q �� LEACHING CHAMBER DESIGN 15��;y) = 1 •( ; �� j lI GAaAGa �h + \ � j T S 'sue / � ( f •� o� T� All Pipes to be Schedule 40 PVC. Use 2 •`:�'• �,':, ••� :�� -� ��, �� Fts@�C -500 Gallon Leaching Chambers in '� ;,a`: '= p �• 0-Box N / 4rT9eti ZL 12'x 25' Washed Stone Field as Shown. zo A C A� ��� A M C /t a � �� CMlle,. Zv �T. NOTES N �` '2 1. Water Supply For This Lot is Municipal Water. Z` 2.Location of Utilities Shown on This Plan Are Approx. LOCUS PLAN At Least 72 Hours Prior to Any Excavation For This ' 4 Scale I = 2000 P ZO roject The Contractor Shall Make The Required �x�sT• Notificat!ontoDIGSAFE-1-888-344-�233. Assesors Map 207 1 FAugp O G r L� % Parcel 93 3.The Contractor is Required to Secure Appropriate D wqy Permits From Town Agencies For Construction I ��� �/ Defined by This Plan. 4.Instal I Risers as Required to Within 12"of Finished Grade. q S.AII Structures Buried Four Feet (4) or More or is7, 3 t3 ,yam s,? Subject to VehiculartobeH-20 Loading. D�/ELL,NC- 6a^ / 6.Septic System to be Installed in Accordance With !! O o o 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations. 7. All Piping Lobe Sch.40 PVC. EDGE o� ' / O�pJ 4,57 AREA �y .5 Zr ET� 41 �y \ Z PLAN VIEW �OF OPoGRAPH%c..4t- INFOaM AT,oN TAKENPETER 9'�om T.o,e. GtS. Scale I 30� NoTE: Cx15T, LaAGN PATS T SUO Dt_ � SULl.IVAN 9 PVM P F L W BO 4, ILED IT I+ y 29733 7 t iL �f; C�e:QN Ma.TSR�P,L �4 � 10G. �( LAJr I �p-' trj, ta v DESIGNING ENGINEER MUC-T ^E _ O ll aSS�,�,neS /` Circe �/u INSTALLATION AND CERTIFY 7.V4. pr N°^'D AUGER—_ — THE SYSTEM WAS INSTALLED . ^T O �%✓ �iv*V4 ✓ Vent ACCORDANCE TO PLAN. FG. 170 FG.16.0 EL. Ib•O GF:aoE I3.0 —� Top El. 14.0 =L , \4.0 LOAM d- SUCi SOIL 14.3 X 1000 alr� -;r Bot.El.lt:0 SHEET I Of 2 13.2 1500Gallon Pump�/ 13.45 13.2 ��. %0.0 PROPOSED SEPTIC UPGRADE Septic Tank Chambe 'v,y AT :•.,,,..:\,, .. EL,s.t. CORRECTED c rkouNo 49 WEAVER ROAD Bedding as - --- - waTr-R—SuNe- 200.5 CENTERVILLE, MASS. / Per Title 5 EL. 1-4.0 $oG - Assunnep FOR DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM M % w 2-9 '7-oNE c ESTATE OF ARNOLD LANE t3�1 S-LL,vp�N wt\\o•,NEtRtNC. kNc. SCALE: AS SHOWN DATE: JULY 29, 2003 Not to Scale SL�`f Zvi , 2-003 SULLIVAN ENGINEERING INC. OSTERVILLE, MASS. ..r- s� - [A1T UNAR ST WSINSIO ERT ADJUTYEl IU-S NEE(ZS Y PRI DTO FOORMIMING I-11T1°N, 50•_6" - ARCHITECTS,INC. 27-51/2' W-01/2' to'-01 4•-0" ARCHITECTURE CONSTRUCTION 11'-6• 4'-a INTERIORS PLANNING s•-e• 939 MAIN STREET, D7 OR TOP aF WALL a PO BOX 343 TOP 4'�3% P TO WFAEGNT TTUR YARMOUTHPORT, MA 02675 0 Tw D0W tel (508) 362-8383 ................................... — — — — fox — 3 ... .. ' T'-91/2 -4 : � 508 362 48 : CCUUS5TTppMM 1 ...... --------7-3 3/4• AREAWAY -------------------------- 1%IIWD[TAROf1ECTiC011 r -, --- — ............ ................. i ------ ---------------- ----------------------------- ---- - ADDITIONS&RENOVATIONS : ep az4 DROP TOP OF WALL 9 1/2' 9 1/2•TJ230 0 16•D.C._ .: TO THE: 191 n'TJ2300,6'O.G. Y ""Y :NEW FULL BASEMENT.:. . SLAB EL V-3' K. Y 4 r AIJrJN IGW WALLS BFLO W n BEARING WALLS AB . Y' DROP TOP Qi,HALL/Ajl .. ADDITIL+NAI DOW 2, .. O MNDOW @ o,O� �CO°M11M1TNGS 7 SONG- ROAD ..........-.. .... _—_—___ / 7EFpR ICAL / d L. --------- ------- r -DROP TOP OF WALL B 1/2�, - EXISTING WAILS PECK SUPPNO CENTERVILLE,MA /•. OR FlREP PORT EXISTING x %DIAME B ^ T Lq P C • / _ .-- ... 1• TO FIELD VERIFY SIZE k 0 24 i : : 49 WEAVE w BlcFoo , LOCATION. - - r' ' 6 - / : , : F,, JOIST DII�ECTI ___ _ ___ 1 2 J 4 5 6 T 9 10 11 12 13 11 EXTEND FOO17NC5 12" I UP _BEra+O D ENsloks _ - - — ^ 8 i/2'TJ230,016"A.C 'f 9 1/j'TJ�30016 0.C ' ` : : : I : , • , :: ram__—__—__, / _ _ _ I / : : : : ,�! m 14 .. a� n 0 ._-_.. / CONTRACTOR SN'AS G1HANGE %ISTN j -�/. S ./ / m FOR PETIMM RM I-ONG OR ARE CMSSTRUCT TO BE DTIO�N 'w ' n Wm / i / /T• / D P16RW uORIO&AARaITECSTI'S°N� 5 ...... ... 12 EIDSTWG STAMP AND SIGNATURE. 9 1/2-TJ230 0 16-O.C. _ 9 1/2-T42M O 16"O.0 B-o' DATE ISSUED: ... — REVISIONS: : 3 ---'-- --- CONTRACTOR SHALL ADJUST ............. ........ ........ ........................ ... .. i _ Niwnr aP TOP O°WALL 9 1/Y F 1 TOP OF WALL HEIGHT OT 16.O.C. a 1/2-TJ23O O 16'O.C. _—___2 ---_—__—• E ; ENSURE THAT NEW'FlNISN FLOOR - . /A�L1GN NEW aRrs gELpW ALIGNS W/EXISTING . - .s BEARING w�i_s AROVE.. .. —___-.-1...... ................... .... EXISTING WALLS DROP TOP O,WALL AN ADDITIONAL{-3 1/2 ' - - - NEW z4.o5 I W ; : c I /20 wNoow m . a i ALL F9lRAf NG ppR FRAMINr,y ALL -- -- -:--- - ----- - CN2{; R ,I TJz30.,6.0"C FULL BASEMENT s FRDNT TO eAai � _e N EMENT PERMIT SET 0 DNLui DNa2N0TED:Ia YAoui°R & SLAB EL 9'-3"+/- - PROGRESS E %12 PT 12.0. ]' TO FALL `Sa 4' .. MAIN A��wu"M R;L�ieryGri,,�tiP �'�'` PRICIIN,��;J `/='==?9 ew DROP TOP OF WALL 9 1/2• ALL i95TFyOpR FRAMIN4 ALL PR ISKCSS. 6E T TJ230O16 O.0 Nd 2%12 PT SPF/I •.-.:. .'2%12 PT SPF n -- .. - NC FR T TO BACK .": 1 i i it SSRQ,,, NOjNED 1RAC i i', cp1 TDR • i ..BP BP... :: TO FLLALL`B� MA 'Sll'•GId.S�QSR OUWI IT .)/2+:.: TYP : , ALL MAMTIIIN� 16N O.C. `FIRST FLOOR FRAMING BEFl95T-_Fl 00 NG9A �2 , -tee ppp E \ TJ230 O 16 O.0 1 RU NG FRONT 10 BAG% �Tpq '_____ ....... J _________ _____-__—______ -_� .. ..... ... ... ___-- (�JGN - MA°RLLS AB LLOK cn SCALE:3/I6'•_r_o" ITT FALLD�SN E105h G,gIS15 WHILE MAIN AIN G MAX t6N 0.C.,TP. O H &IESMEApAST ROTE: 'OUTH PORT, w FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR •� CO TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESSES ALL J LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. A 1 2 A Qy �—DE 7 nFBovE A.5 F.1 F.1 A.5 �'� V �.. — ' - TYPICAL NOTES: BASEMENT NOTES: ------------ - -------- -------------------- — ---------------- STRUCTURAL ENdNEER/pESGNER TO PERFORM FRAMING INSPSECTION 1.MAN FOUNDATION WALLS TO BE 10`-4-2"POURED CONIC.W/20/5 TOP AS NOTED NHEN FRAMING IS COMPLETE AND PRIOR 7D ENCLOSURE BY INTERIOR h BOTTOM BARS.REST FOUNDATION ON 10"%20"STRIP FOOTING 10'DIAMETER SONG-TUBE WALL PLASTER BOARD/FlNISH. PROWDE 30/5 NOIiIZ.BARS CONTINUOUS IN STRIP FOOTING W/ W/BIGFOOT FOOTING TYPICAL KEYWAY.PRDDNOE 5 OVERT.DOWELS 0 24"O.C-HORIZ.E%lE ED DECK SUPPORT. CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL 300"MIN.ABOVE OP OF FOOTING.PROVIDE 5/B"X12"ANCHOR EMSTNG HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION BOLTS 0 4--0"O.C.MAX. AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE j .I • ., j NECESSARY TO INSURE SUCH PROTECTION. � I ' 2.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. � I CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS.PROPOSED '- �= •-_�• / SHEET NO. CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. ' OF ANT DESCREPANOES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 4.DUST CAP TO BE 4"POURED CONC.ON COMPACTED FILL. F. O CONTRACTOR SHALL CONSTR//pUpCT AND MAINTAIN TEMPORARY WALLS/ CUT JOINTS ALONG WAILS AND BEAM COLUMN LINES SHORINGINTEGRIT OF EXISTING HOUSEROTECT EXISTING HOUSE AND STRUC URAL 5. CONTRACTOR TO(PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE(WNDOWS DR MECHANICAL) e'-D t/4' 7'_01/2• 7-D t/2 r-o 1/r r-o,/2• r-o,/z• T'-D 1/z• FOUNDATION PLAN CONTRACTOR SHALL SITE INSPECT/VERIFY ALL E%ISTING VS.PROPOSED +-EO +-EO +-EO CONDITIONS PRIOR TO AND DURINGG CONSTRUCTION AND MAKE ADJUSTMENTS 6.CONTRACTOR SHALL ENSURE THAT ALL'FOUNDATION WALLS MAINTAIN Is•_ TOTAL NUMBER OF SHEETS AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS 4'-0"MINIMUM COVER: 6• 31'-0' WORK PROGRESSES. IN SET: 7.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, - So'-6 AS USED IN THESE DOCUMENTS.'T'ROWDk`•MEANS"FURNISH AND INSTALL:' INCORRECT,OR OUESRONABLE DMENSIONS NOT BROUGHT TO THE ATTENTION - WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT OF THE DESIGNER BEGONE THE RESPONSIBILITY OF THE CONTRACTOR. DOCUMENTS,PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE THE WORK. - of�UNDATION PDLL p1AH[1NSOONNSHAVEgEEHrAKEN FRpHETD HeTHIS SHEET INVALID LAN STIR CTUR77Epp ACND ROUNDED TO``THf.EARELLS``T ARggTIE��RANMANEADJUSTMEN ASN C sSAR1Y PRIOROT EFORMNNCUNLESS ACCOMPANIED BY SC t/a••-1•-a' A COMPLETE SET OF FGUNDA N. - - WORKING DRAWINGS ERT EXIST EXIST EKIST EXIST ARCHITECTS,INC. �- —y ARCTRILC URE CONSTRUCTION b' INTERIORS PLANNING ` 939 MAIN STREET, 01 EXIST - e - ,.•-D• PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 _D. fax (508) 362-4883 EEIST EXIST EXIST VIIWIRTARCNIEGFACdI EXIST ADDITIONS&RENOVATIONS CLO. LAUNDRY ROOM EJasr� TO THE: yYE RNEEW ROOF EXISTING G AS REauIRED BEDROOM #2 K THIN ewsT� SCREENED PORCH .1�Vi-11V T &?2z EXIST ExlsTwc cto. RESIDENCE 3:b,s+/+/_ BEDROOM #1 NEW EE CLO. ALIGN POSTS W/ 49 WEAVER ROAD --- LINE'OF ASXREQUIRED - SONG-TUBES BELOW - CENTERVILLE,MA I PWDR ----------------------- 3:11+/- 3:12+/- EXISTING NEW NEW BATH ROOF PLAN 0 -+r:=—_ __ _+!�_+ + 1i_� + +!=+�tn___ „ - scale 3/16••a r-p 1 0„ ROOF NOTES: ET FCI�V'A� 1.COMPLETELY COVER ALL ROOFS W/4:12 PITCH OR LESS y� 111 yQ Ij" �_____.� WITH 1 LAYER OF GRACE ICE AND WATER BARRIER. 2.PROVIDE IS-GRACE ICE&WATER BARRIER 0 RAKES 3.PROVIDE 36'GRACE ICE AND WATER BARRIER 0 EAVES �r- 4.PROVIDE 36'GRACE ICE&WATER BARRIER 0 VALLEYS. - EXISTIN 9"Shy EXISTING KITCHE DN LIVING AREA 2X10 0 16"D.C. EXISTING DINING THESE PLANS ARE NOT TO BE USED FOR PERMITING OR CONSTRUCTION - - PURPOSES UNLESS STAMPED&SC ED WIN AN ORIGINAL ARCHITECTS . - STAMP AND SIGNATURE- 7-11 3/4• 3•-91/2- 2XIO 0 16"O.C. ' 4" STEP e'-0, DATE ISSUED: ,.. N3_ 6E EW REVISIONS: - I ALIGN'NEW FINISH:FLOORI <--.I-T W/EXISTING ..... NALERS F .. 3 EXISTING MASTER DEN CLOSET lAYON OVER EXISTING - PERMIT SET 06.24.05 f 2X10 0:16"O.C. PROGRESS SET 3. UGHT WALLS PRICING SET -------' - INDICATE EXISTINGR �"I-•'�"�?=, 3 PROGR 56; tT -...2 T CONDITIONS TO i C7 ' BE REMOVED _- i \ �BCF NEW /��� 4v 1 TO UF qG1AA MASTER SUITE �rn 2X10 0 16"O.C. 2XIO 0 IV'O.C. S-9 1/2• "- .. ao— MASTER n IL 730 34= 0 ROOF FRAMING .......... 3 y PORT, co A z 2 A SS. J SCALE: t/e•'=t'-o•• - - \ moATR �A - A.6 I 1` A.5 A.5 G FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR - '... N. TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESSES ALL w s�P LOADS AND IS IN COMPIJANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. .._ ... .... _.. ...... ..... AS NOTED _. NEW DEPIJAREA TYPICAL NOTES - - FRAMING INSPSECRON ....................__........._._...._......_._..._............................._................_...................._............_...................._.......................___._.....__.._..._..._.._..-............_....._.........._..._....................................._............_..._........._...._.....__.......... STRUCTURAL TO PERFORM ............_.......................__.................................._............._................_................................................................._._............_._.._........_........._........._...................................................._........_......................................................._._... AL ENCMEER SIGNER WHEN LA TER B COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR SHEET NO. ALL PLASTER BOARD NISH. COtJ1RACTOR SHALL SCHEDULE AND PROTECT'ORS FORK WEATHER ALL AND CONSTINSTRUCT STRUCCT TEMPORARY STRUCTURREES/ENCLORAJRESSAAS MAY BEN NECESSARY TO INSURE SUCH PROTECTION. 10'-0 3/4' V-6 1/2' //�`1--1 1 CONTRACTOR SMALL SITE NSPECTSLIU.ALL EXISNSIRTING VS.PROPOSED - 16•-9 3/4' OF ANI Y p[Sp EµgESNAND/OR C ANDESUTI AT MN YDRE NCOUNTSE�RFD ,9'-6,/4• 3,•-0 FIRST L LAN CONTRACTOR SHALL CONSTR //U pRCT AND MAINTAIN TEMPORARY WALLS/ EXISTING NEW MTE�N TY OF TOSRNGTAJNM OTE/CyTE EXISTING HOUSE AND STRUCTURAL - TOTAL NUMBER OF SHEETS CONCON�II NG VS,PROPOSED ONSRPR..TALL O AND DUTE RCNG CONSTRUCIEONIlYSANO MAKE ADJUSTMENTS - 15 NECESSARY TO INSURE COMPLIANCE WTH DESIGN PARAMETERS AS FIRST FLOOR PLAN . WORK PROGRESSES. - HATCHED AREAS INDICATE EXISTING CONDITIONS. SCALE: 1/4-1'-O" DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. THIS H INVALID UNLESS ACCOMPANIED BY AS USED IN THESE DOCUMENTS,"PROVIDE"MEANS"FURNISH AND INSTALL" A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. ARCI CTIIRE CONSTRUCTION INTERIONS PLANNING 939 MAIN STREET; D1 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fox (508) 362-4883 - wwlfxrvearTEcr>.rnN -- CLO. ADDITIONS&RENOVATIONS TO THE: BEDROOM #4 BEDROOM #2 KUH CRAWL SPACE CLO. RESIDENCE CRAWL SPACE BEDROOM #1 CLO. 49 WEAVER ROAD zrema•o.a CENTERVILLE,MA BATH CLO. € CL0. CLO. o v? Z N CEDAR € znomaR.a LKITCHEN CRAWL klVING SPACE m AREA DINING - . FULL BASEMENT - FOR PERK lTDNGG ON CONSTRUMOJO PURPOSES UNLESS SEAUPED&SMEU MTTH AN ORIGNAL ARCHITECTS STAMP AND SR>TATURE FULL BASEMENT _ DATE ISSUED: REVISIONS: CRAWL ° SPACE BATH � CRAWL L�J1 SPACE OFFICE DEN BEDROOM #3 PERMIT SET 06.24.05 zmmaac PROGRESS SET PRICING SET- PROGRE S /cRE kCy,T ��OgERT EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN 730 FOR REFERENCE ONLY FOR REFERENCE ONLY O F- g TH PORT, y �0 REGMIS O PG�J rH OF OF AS NOTED SHEET NO. EX- 1 EXISTING PLANS TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. ARCHITECTURE CONSTRUCTION INTERIORS PEANNTNG 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fox (508) 362-4883 ADDITIONS&RENOVATIONS TO TFTE: ...:,y.....e. _ KUHN...A. - .. :... - RESIDENCE 49 WEAVER ROAD -..,.. _ ... .. CENTERVII.,L , NIA . a - 77. Lj EXISTING REAR ELEVATION r-1EXISTING FRONT ELEVATION FOR REFERENCE ONLY � FOR REFERENCE ONLY , THESE PUNS ARE NOT TO 8E USED FOR PERMITTING OR CONSTRUCTION PURPDSES UNLESS STAMPED A:9GNED MT4 AN d Nl ARCNHECTS STAMP AND 9GNATRiE - ._.._..:.�_:._.... DATE ISSUED: REVISIONS: T. .. .. .. .. ._ _ _ _ _,.i_; l;w:. __ _ _ _ PERMIT SET 06.24.05 bj ....:.. :C'..:. .. . :..._.:: _ - PROGRESS SET PRICING SET PRO:_: . .. ..: ,. .;.,.. .:w J. LU 0 c EXISTING RIGHT ELEVATION EXISTING LEFT ELEVATION PORT, u, FOR REFERENCE ONLY - FOR REFERENCE ONLY y Mnss. �� REGI 5 OF AS NOTED SHEET NO. EX. 2 EXISTING ELEVATIONS -TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS I ALL DIMENSIONS HAVE BEEN TAKEN FROM EXISTING STRUCTURE AND ROUNDED TO THE NEAREST QUARTER INCH. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND MAKE ADJUSTMENTS AS NECESSARY PRIOR TO FORMING FOUNDATION. 50'-6" ARCHITECTS, INC. 27'-5 1/2" 9'-0 1/2" 10'-0" 4'-0" ARCHITECTURE CONSTRUCTION 11'-6" 4'-0" = INTERIORS PLANNING 9-$" 939 MAIN STREET, D1 DROR TOP OF WALL 9 1/2" PROVIDE #5 BARS ® 12" O.C. PO BOX 343 D P TOP OF WALL vERT. TO TIE IN TO FUTURE YARMOUTHPORT, MA 02675 A ITI NA 4'-3 1/ ' GARAGE WALLS 0 WINDOW - -----'----------------------------- --- -, tel (508) 362—8883 ,- 7'-4" CUSTOM 7'-9 1/2" i 4 fax (508) 362—4883 AREAWAY - 7 ------------------------ 1 % 2'-3 3/4" ,------------------------------I I .\, ------ r - ------- ------- -- ---------- ------------------------------ I , , WWVY.ERTARCHITECTS.COM ------ ---- ------ ------ ----- ----- ------- --------------I ----------------------------- ------------ 1 i , ' -------- Vie. CN24 + 1 L� , i---- -------------------------------------------------- --- - --------- --------------I i I : : 1 O o ' 1 BP ' I = , I I I W BP \ i ADDITIONS & RENOVATIONS L' in DROP TOP OF WALL 9 1/2" I I I I In I 1 I I 1 QD 9 1/2" TJ1230 ® 16" O.C. I I CUSTOM ! ; � I , ; I i : -" TO THE: AREAWAY ; ; N E W FULL B A S E M N T 19 1/2" TJ1230 ® 16" 0.C`{. L' i , i i : ; I = KUHN LI o J ' ; SLAB EL. 9'-3" o v 2;817 r\� i I ; I -- ,.,� N 3" , : u� a — ALIGN NEW GIRTS BELOW 1n {�L ® ,a ; I BEARING WALLS ABOVE. �J 00 I . , , RESIDENCE ' n DROP TOP OF WALL AN : I ^ , i � i , o ADDITIONAL 4'-3 1/2" ; In ; �� f/ ; I d N I - I ; �` ® WINDOW + ; I I I 1201 ~ `� CN24 ; CCOMMNEY FOOTINGS ' �1`� ' o Ld 0 I I I j ' I 1 \ ' I I N 3 F. N r-------------` ------------------------- ---- # -----, : 1 1 QII ER SONO-TUBE ,-- 49 WEAVER ROAD -1 0 t f' ----- __- __-- _ L' N 3" , - DROP TOP OF WALL 9 1/2" 1, i EXISTING WALLS: I i W, BIGFOOTTFOOT NG, TYPICAL ' ` °D ' J f NEW SUPPORT FOR EXISTING : ; : DECK SUPPORT. ;� CENTERVILLE MA F` J` r' ' : FIREPLACE CHIMNEY. CONTRA6�0 : : ' : : N ----- --- ---- ------- ----- ------ --- -------- ----- -- - -- -- - - J TO HEL D VERIFY SIZE & : + r - -- -2 /f 4I L 'JC9 1%2" LVL 1 ; C TI O _ i i i 6'-2Ld " : ; i : o Or I - - I 1 , I 1 , , I : r l fLVL Z01 , ' ' J r - !' , r' , 1 , W 817 i f I i %- - ' ' J r 1\ I I f rJ I .2LJ�.ai1! �'� � r. w ______, r ,--------------- -of I , I 1 ,. I,' l /l .1 _l .J......_{._ .1... I I I I ' R ' T ' i` -\- � 'f r '-'--- ---------- -- -- -- -- -- -- - L--� , I I I I I I I O Q I JOIST,DIRECT I IN",T HIS AREA ------------------------ --------------- R r I ' Lu L---- -_ ---- -+- -----_ -------- 1 -------------- p : M _ f j' r F 1 2 3 4 5 6 7 8 ' 9 10!11 112 !13!14:15 Al s o ; I ^ EXTEND FOOTINGS 12" _ t 1 ---- w I f t V P ' , * m z ', -I BEYOUD FP DIMENSIONS Lij o : , 1 ^W 9 1/2" TJ123O !0 16" O.C. 9,1 2: TJ123O - - I I a - ------------------ --- / ® 16 O.C. 0 ' X d r T' r f f F , y + / 1 1 I z i : 1 s r.•'� F r - ' ,f ; / r ' O U) 1 I r r t ' ' _ ' I _- ______ r , f �Q I 1 I 1 1 r; � r ," 7`-' -T J r• x Qw I I I , ; i- , r f. I ., ,!` r " 0)� 1 I I .• , ' d' Z �r' '` O Q 0- 00 ' 1 EL --- - r , ,i r,'' 1 S r; £ ��O .. � : ---------------- x :LLJ CONTRACTOR SHA.L CHANGE XISTING N w W F { r ,,, I_�____._______ , t I I ; JOIST DIRECTiO IN THIS'A EA i ' N ' N 00 I m z Lu �f Nc_SE s?I aNS ARE NOT TO BE Usk o ' 1 1 O ' I I R -* m ,W a�i f, r .'`' 01 ] , ' , t-.::a rl.rt+,41 f 11 t, OR CONSTRUCTIC' 1 -� ----' U ^J PURPOSES UNLESS SiAMFEO & SIGNED o WITH AN ORIGINAL ARCHITECT'S I w EXISTING WALLS f I � 1 : : i = a G W r/ i 3 ^I r L-------------' STAMP AND SIGNATURE. x / l~ ' 9 1/2" TJI230 ® 16" O.C. 9 1/L" TJ1230 ® 16" O.C. o ! R O �/ i , H I f 1 E _ 1 f M N r `r �/ r f '�1 ' Z I ® f' ' ''� f , l,f' r /r'/ _ DATE ISSUED: , I I { O 1 .1 - -�_, r r.✓- ... `1__ :OC1 _ _ t�lnr ..__ �/[1 ..... ...... L----------------------------- -! REVISIONS i 3 ' 1 _ ' 1 I 1 I ______________________________, I _ 1 . Li .-._-.. —_ ' ___..__._ -_.____ ' ' I 1 F. 1 I CONTRACTOR SHALL ADJUST I jCUSTOM I � ' I , ' ' I ' I I I -------DROP TOP )F WALL 9 1/2" , I : !, ; TOP OF WALL HEIGHT OT I AREAWAY I ' ' I ' 9 1/2" TJI230 ® 16" O.C. 9 1/2" TJI230 ® 16" O.C. ; ; ;_____________ L--_--_' _----1 , I ENSURE THAT NEW FINISH FLOOR E ' F ALIGN NEW GIRT I ; ALIGNS W/ EXISTING : ' BEARING WALLS 71[ I -- DROP TOF OF WA ADDITION,,L 4'-3 / !.! w F--EXISTING WALLS I 1 R I _� 0 VINDOW 1 : - - ---- ----- --------- -------- -------- ---- --- -- ------- --------- I i : \ ALL FIRST F QOR FINp SHALL w '� * Q rr r r �r �r �r �r �r �r �r _ter �r �r r �r I CN2411 B RUNNING FR23T11 CKC 0 '� R ^0 I a I ' NEW FULL BASEMENT : PERMIT SET UNLESS OTHERWISE NOTED.x� -0NTRACTOR a X 1 06.24.05 SHALL COORDINATE NEW d01 T LAYOUT o i SLAB EL. 9'-3" PROGRESS SET TO FALL BENING AXIS ISTS WHILE _ PRICING SET X12 PT PF 1 12" O.C. 3" o \� MAINTAINING MAX. 16 �. ., TAP. t - - _ ' _ R P F /� - --- -----i A BEFI FIRST 2'_OO1230®16G 0 C LL ; o i ��JL JL JL JL �:JL JL JL JL i �:JL JL JL JL � �i1L JL JL J 'ilL JL JL JL ,JL J JL JL '�JL JL JL JL D O TOF O WA 9 1/2" PROGRESS SET o, ; .. ; RUNNING FRONT TO BACK N 2X12 PT SPF #1 2X12 PT SPF #1 d : i UNES OTHERWISE NOTED. CONTRACTOR i N __�' : SHALL COORDINATE E NEW JOISTLAYOUT : BP___________________________ �_ BP : T FALL BETWEEN EXISTING JOISTS WHILE : ------- 1 -- - % ; MAINTAINING MAX. 16 O.C., TYP. ALL FIRST F,_OOR FRAMING SHALL I ; BE 9 1/2 TJ1230 0 16 O.C. FIRST FL00R FRAMING ,� __ . _ _ ------ OTHERWISE RUNNING FRONT TO BACK '- -----� 1^-------------------•-------------------------I , _ --- --' UNLESS OTHERWISE NOTED. CONTRACTOR ; w I I ALIGN NEW GIRTS BELOW SHALL COORDINATE NEW JOIST LAYOUT ' BEARING WALLS ABOVE. SCALE: 3/16"=1'-0" TO FALL BETWEEN EXISTIf�0 JOISTS WHILE MAINTAINING MAX. 16 O.C., TYP. S ' NOTE: i SHOBULKHEAD�T FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESSES ALL o ; I : °° LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. I ; ro ' A E OUTLINE OF0 F. 1 F. 1 A DECK ABOVE ' I A.5 I BP REGISTRATION - ---------------- -----------==---+ , TYPICAL NOTES: BASEMENT NOTES: STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION 1. MAIN FOUNDATION WALLS TO BE 10"XW-2" POURED CONC. W/ 20#5 TOP � 2'-0' 5'-4" 14'-5" WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR & BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING. ;� ^1 T 0" DIAMETER SONO-TUBE WALL PLASTER BOARD FINISH. PROVIDE 305 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W (. *eAAe'V` IA;lc h 10� w J WJ BIGFOOT FOOTING TYPICAL AS NOTED / KEYWAY. PROVIDE #5 VERT. DOWELS ® 24" O.C. HORIZ. EXTENDED ` ` } fi �A n�v 4 d�J DECK SUPPORT. a, CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL 3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"X12" ANCHOR EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION BOLTS ® 4'-0" O.C. MAX. AIL` AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE [ - - - - -- - NECESSARY TO INSURE SUCH PROTECTION. 2. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED �,( ^� J y `� �4 t6 or^QJ� � ` 'f \` ` `` ' CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. l lei \ I C� V 1 t 'l�"I l`�'� Q o � - SHEET NO. OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. �, 4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL. 3 /' CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. J9- (` �gVI\ �'�� �' 6 h " 0 5F .SHORING ETC. TO MAINTAIN PROTECT EXISTING HOUSE AND STRUCTURAL O INTEGRITY OF EXISTING HOUSE. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS �� > t�1`n REQUIRED BY CODE (WINDOWS OR MECHANICAL) 8'-0 1/4" 7'-0 1/2" 7'-0 1/2 7'-0 1/2" 7'-0 1/2" 7'-0 1/2" 7'-0 1/2" Iy 4 FOUNDATION PLAN CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED +/- EQ +/- EQ +/- EQ +/- EQ +/- EQ +/- EQ / �7 CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS I `/ AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 19'-6" 31'-0" (/I'�`, �t WORK PROGRESSES. 4'-0 MINIMUM COVER. 3 'C - _ 5 � TOTAL NUMBER OF SHEETS � boo ? �'C r¢w, IN SET: AS USED IN THESE DOCUMENTS, "PROVIDE" MEANS "FURNISH AND INSTALL." 7. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, 50'-6" INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. I ' L DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE 4"•4 ��' THE WORK. FOUNDATION PLAN ALL DIMENSIONS HAVE BEEN TAKEN FROM EXISTING l � (�o,v 1 tlr THIS SHEET INVALID STRUCTURE AND ROUNDED TO THE NEAREST QUARTER AND MAKEOADJUSTMENTS AS NECESSARY PRIORDTIOEFORMING �✓L�` " / � 1 UNLESS ACCOMPANIED BY SCALE: 1/4"=1'-O" FOUNDATION. G S U UG 3 ( r� ('/ c ` o� },z� A COMPLETE SET OF C4 aCC,3 -3 5-41_ " WORKING DRAWINGS