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HomeMy WebLinkAbout1045 OLD POST ROAD (CT & MM) - Health 1 p45 Old Postu°Road cotuit A= 074- 003 --002 r 00� No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE Zipprication -for lVell Cow6truction Permit Application is hereby made for a permit to Construct( ),. Alter( ), or Repair( ) an individual well at: Pj i Location:Address Assessors Nlap and Parcel E D W A r tJ Z 1 rO-VN zs FAt4c yn- Cy�.1,C fir. 41 dEA amn LA Owner pL(�!-ra A '1d Address h (i Of.1 4a4 �,( 1.? �P'c �� � c�✓�� V VVc(j nsta er-Driller Address dz�3l Type of Building Dwelling Other-Type of Building No. of Persons Type of Well i v c, ��C��(l �/�_ u'� Capacity Purpose of Well i 1r y, , r,_ ,, Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private jPr ctio�Reizulalion-The undersigned further agrees not to place the well in operation until a Certificate i ` y the Board of Health. Signed _ P D e q�;A.��gn Application Approved By Date Application Disapproved for the following reasons: Date Permit No. Issued �I�Orz ate -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Conk lance THIS IS TO CERTIFY,that the individual well Constructe ), Altered( ), or Repaired( ) by _ �� 1 f y ( � _ (h).A [i y Installer at ad - has been installed in accordance with the provisions of the Town of Barnst le o H 1 h 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 SATISFACTORILY. Date Inspector It C7 00") : No. 1 �� -• Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZIpplicatiort _for Vern Con5truction Permit Application is hereby made for a permit to ` Construct( ), Alter( ), or Repair(6­7f ) an individual well at: l Ptad— Location Address j f Assessors Map and Parcel t I� Owner ,1l ( Cl�t� !1n-��I��CCC�)' Address r.,1 A �rl N A /af ti.�\ 5 '.C`� C C1I ,-a tti d —Installer-Driller Address .. Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 1 v V i c, e, Vi 00 ?V( �-� Capacity Purpose of Well 1 4 e c �� ,c b(� ` {� i r ' f sr � Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the ! Town of Barnstable Board of Health Private Well Protection Regulation-_The undersigned fiirther agrees not.to place the well in operation until a Certificate ofaCompliance�has-beemiss d by the Board-of Health. , _ Signed -� d J .� r_,. =f A' Date Application Approved By `471 , % 1 KS � VV Date Application Disapproved for the following reasons: l t Date Permit No. (� Issued l / Date BOARD OF HEALTH TOWN OF BARNSTABLE T (Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed-( ), Altered( ), or Repaired( by 0r, (A 10 Installer has been installed in accordance with the provisions of the Town of Barnstable Bogard of Health Private Well Protection. Regulation as described in the application for Well Construction Permit No.0 l% �'"� Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. I, Date Inspector I' BOARD OF HEALTH TOWN OF BARNSTABLE "I'll, Construction Permit No, � � ' � Fee _ Permission is hereby granted to ° Installer to Con�stru/ct�( ),/�/Alter( ), Corr Repair( anj i)ndivid/ual wweellll ajt: No. "1 t`"1 �( o) t 1 1 r t_�,/_/! 1�rr s ` I Y Y p - Street t) l// '/1 Dated f�fll as shown on the application�fQo�r fa Well Construction Permit No. , Date Approved By Commonwealth of Massachusetts I Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments t 1 1045 old Post Rd Property Address ? WHITTIER, DUNCAN RICHMAN &VICKY LEIGH ' Owner Owner's Name r ^t information is required for every Cotuit 1/1, Ma 02635 6/10/19 page. City/Town State Zip Code Date of Inspection m ;, Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form: Important:When filling out forms A.. Inspector Information on the computer, l.J! use only the.tab Michael DiBuono key to move your Name of Inspector cursor-do not DiBuono Sewer And Drain use the return Company Name key. 35 Content Lane Co � Company Address Cotuit Ma 02635 Citylrown State Zip Code 508-364-9587 S113522 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. 0 Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 6/11/19 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP) within 30 days of completing this inspection. If the system 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. i' t5insp.doc-rev.726/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 or 18 ' 5�. Commonwealth of Massachusetts ,p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1045 old Post Rd Property Address WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owner's Name information is required for every Cotuit Ma 02635 6/10/19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) 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. a. 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: t5insp.doc•rev.7/262018 Title 5 Official inspection Form:Subsurf ace ace Sewage Disposal System Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form , Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1045 old Post Rd Property Address WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owner's Name information is required for every COtUIt Ma 02635 6/10/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow ❑ ® 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 water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® 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. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section CA. 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 l5insp.doc•rev.7/26/201 8 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1045 old Post Rd Property Address WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owner's Name information is required for every Cotuit Ma 02635 6/10/19 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) .Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 218 gpd 9 ( Y 9 (gpd)): Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Date i5insp.doc-rev.7/26/2016 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form <� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1045 old Post Rd Property Address WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owners Name information is required for every COtUIt Ma 02635 6/10/19 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: 5/13/08 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 3 feet Material of construction: ® cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): System is vented at the roof line 15insp.doc•rev.7282018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 r- Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1045 old Post Rd Property Address WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owner's Name information is required for every COtUIt Ma 02635 6/10/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene El other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day 15insp.doc•rev.7/262018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1045 old Post Rd Property Address - WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owner's Name information is COtUIt required for every Ma 02635 6/10/19 page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes `❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Functioning as designed Type: El leaching pits number: ❑ leaching chambers number: ® leaching galleries number: 4 ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 I Commonwealth of Massachusetts Title 5 Official Inspection Form Int Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4 1045 old Post Rd Property Address WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owner's Name information is required for every COtUIt Ma 02635 6/10/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 6/11/2019 Assessing As-Built Cards TOWN OFBARNSTABLE LOCATION 1O 1yj� 0l �'� .SEWAGEL#dC ,/(/p O' / / / VILLAGE �D d�.i� ASSESSOR'S MAP&PARCEL 7 INSTALLERS NAME&PHONE NO._ 1_)40/pZ r,s: r..f SEPTIC TANK CAPACITY / LEACHING FACIIdTY:(type)NO.OF BEDROOMS M H,^ OWNER �u CR ° e PERMIT DATE: r) y COMPLIANCE DATE: p Separation Distance dt.eeo the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(if any weps 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 leachin ty) Feet FURNISHED BY . ,Q •- l l7— y� ,¢- 1 /y•col' ,�-z /4?- 36 l 0 httDS://townotbamstahle.us/r)AnArtmrantc/Aceaceinn/D,nne,#,, V Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1045 old Post Rd Property Address WHITTIER, DUNCAN RICHMAN &VICKY LEIGH Owner Owner's Name information is required for every Cotuit Ma 02635 6/10/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cost.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10+ feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 10/4/07 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health=explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Test hole data on plan Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/262018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 I TOWN OF BARNSTABLE `J �y/C/�j LOCATION �AQ V" 0/® ,r' d SEWAGE ! / VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS"NAME&PHONE NO. SEPTIC TANK CAPACITY .LEACHING FACILITY:(type) 5Q�o llci�.s (size) NO.OF BEDROOMS OWNER O Q P e^tjPWee PERMIT DATE: 1,0 C1 COMPLIANCE DATE: ( 0 Separation Distance Between the: t P 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 leachin a ' ' ) Feet I FURNISHED BY { .v _ fl 5/ ' � � �� � ��� - , �� _ ,,[� �6 q — No. �...,-- Fee THE-COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes .01 ppitratiou for �Digonl 6potem Con0tructton.Vermtt Application for a Permit to Construct V Repair( ) Upgrade( ) Abandon( ) xComplete System ❑Individual Components Location Address or Lot No. )o q S G 3>_8 Owner's Name,Address;and Tel.No. 7y y`G G$6 Assessor's Map/Parcel 0 2q1003 p �0 Z Zy �r�mac{ A- ./ Installer's N;me.Address and Tel No OF V esi/f 5� � D ner's Name,Address and Tel.No. JcI _4a tr 5�-�- �•.� Type of Building: 11 yam,,, G.rn¢o GC-1-p &C417 IW 7 T Dwelling No.of Bedrooms Lot Size c( $� sq.ft. Garbage Grinder ( ) Other Type of Building 'Ti 1 Pam, No.of Persons 7- Showers(Z,) Cafeteria( ) Other Fixtures Design Flow(min.required) 5 gpd Design flow provided ( gpd ,Ifs Plan Date /+ , Zyc17 Number of sheets Revision Date TY" Title r , 1 Size of Septic Tan Type of S.A.S. q / Description of Soil J 6' f-61JR, k �- QfAM Nature of Repairs or Alterations(Answer when applicable) S U «l y Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore describ -site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not t la a sy in op ration until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by4��. Date O_Y-2 7 Application Disapproved by: Date for the following reasons ——_— Permit No. -)-OD—7_7 Date Issued 6)— Y-G THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by G!,/ / u 1, ,` .; at f /5 U 1 c Sul /N r. T has been construcVtetd/ingaccordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o� Uu 7 ( / / dated 1 d— Y /7 Installer Designer #bedrooms :5— Approved design flow gpd The issuance of,this p rmpit shall not be construed as a guarantee that the system W'R fut��ionJs designed. r� Date .�1 310( Inspector / / ��/'= Q f't f � V Fee No. t J I1 •' 'THE—CO�M�I`ONWE�I'LTH OF MAS$ACHUSETTS Entered in computer. 4 k d,# „-•"".>, Yes PUBLIC HEALTH DI --;TOWN OF BARNSTABLE,rMASSACHUSETTS pprication for ni! ppOar *p5terrY Cori tructior�: errrtit - Application for a Per nifto Construct(/ Repair'( Upgrade( ) Abandon( .Complete System ❑Individual Components Location Address or Lot No. ,j Q t•/T o 4J Imo%� 3Z 8 Owner's Name,Address;and Tel.No. Assessor'sMap/Parcel 0-7 ©Q O--z ` Installers N me Address and Tel No..'' ��u 6�� Designer's Name,Address and Tel.No. S �P D" 3G Ln ..Type of Building: L��,,,,, (",Ou Dwelling No.of Bedrooms Lot Size c(y,$ca-7 sq.ft. Garbage Grinder Other Type of Building No.of Persons ?_ Showers(7_ Cafeteria '} Other Fixtures dnjs,,,; Design Flow(min.required) j 5U gpd Design flow provided gpd Plan Date A&Vf Z$; Z&V7 Number of sheets ( Revision Date !. ". Title rl rol Size of Septic Tan UO 41 Type of S.A.S. 5_ ;�k I Description of Soil L©-tm�Z 05 oL,it t d k t a Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: - ,, The undersigned agrees to ensure the construction and maintenance of the afore describ -site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to laee1e sy in operation until a Certificate of Compliance has been issued by this Board of Health. { Signe _ Date Application Approved by Date jU /-Ti"7 Application Disapproved by: Date , for the following reasons Permit No. D.QU`)- `Date Issued lU / - �1io �i -THE COMMONWEALTH OF MASSACHUSETTS t BARNSTAB:LE, MASSACHUSETTS m ( ertif rate of Compliance Av J�e irtcfF�. Gd?�r�r' IT..�'Fly�elW�,,,/ THISIS TO CERTIFY,that the D�i'lt�a�e aw ge Disposal System Constructed (�) Repaired ( ) Upgraded ( � Abandoned( )by at /O�/�S G�.l 1 c S� t[ has been constructed in accordance U� with the provisions of Title 5 and the for Disposal System"Construction Permit No. dated !U -U 7 Installer \.� Designer #bedrooms S Approved design flow gpd ..The issuance of thi permi shall not be construed as a guarantee that the systern will f c 'on as designedl . Date U Inspector I/ln�. No. -7 - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS I=tgpoga[ 6pgtem Congtruction permit Permission is hereby granted to Construct Repair ( ) Upgrade ( ) Abandon ( ) System located at /o tZ,5-- Co - .4 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this perm t. Date (U- t(-07 }rApproved by 1 n1. Town (A Barnstable ° Reguiary Services Thomas F. Geiler,Director, .BAFtNSI`ABLE, ' ' MASS. Public Health Division Thomas McKean,Director - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: �A' Installer: L g Address: ?O 7 Z Address: -3 J� tall a on was issued a permit to install dat (installer) septic system at l0 � rV 1 v/rbased on a design drawn by (address) ��✓�'� ��,�N Ls� dated ' Z6" e/2 7 (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. 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 Re lations. Plan revision or certified as-built by designer to follow. =,P�. DAV I D D. FLAHERTY, J No. 1211 ( gnature) T T _ signer' Signa e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC H)kALTH 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_ o➢wM3WO9 R. 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DROP wau urvDEP 51AB� \ BET ISSUE DATES DATE ISSUE \ \a S \ ® DROP WALL UNDER SU �\ REVISIONS 0 �•\ y. , / // p DATE DESCRIPTION EIRU'FOUNDATION WALL R \ Q)P5 REBAR COUNT TOP aBDTRD. 8-CONTINUOUS FOOTING VERIFv OMAw THIN / FOOTINGr R \\ CIO \\M9yb'8' G NEw 40'3ELOw GRADE GARAGE 4'l/CONCRETE SUB MI ORREFARD[.R i \L \ w FOUNDATION F4' r %F 9 R� SHEET Cfi OF 12 DATE 16'INt9 / j0d7- q ion (� PATIO d l� IVERIFY PATIO SIZE&MATERIALS IN THJE FIELD WI OWNERS) ¢ 1- m ,214D'7 '0 p�(C�2 ��I ]'-4• d'.11• 9'.T d'-10' 4'-lW 6'.0' T., 3•1 r-1P W s Q A B C F... cc '. A5 A5 '� A5 P.T.Sx BPOSTW11 x'Ylx fO 0 mQ,'S¢ '. CASING.INSTALL 1,IOCAP U &BASE,CAULK AS REO'D rv� TYP.AZEI:RISER&COMPOSITE b E ANDERSEN FWM 6 06E APLR W/ E E E DECKING FO R DURABILT Y,(VERIFY ADERSENWHT MATERIM aWI OWNERS) W/ W21O132TRANSOM MUWLLED2TO DOOR - M F MU O TEMPERED TEMPERED TEMPERED IV b I I I j E COVERED FUTURE N � ��11 I CABINET F� � I-1 I DINING TEMPERED TORCH 4 F FKYLIGHII I pK LIGM'1 r8OVE NII I AI:OERSEN FW0318B Ay m b P6O� I CENTER WID M T BOVE I ABOVE I I ROOM W LLED TO16 TRANSOM ON M'ILLEO TO DOOR I 12.-4. I " L_J L_J L_J LINE OF S.F. 1 F MASTER FPS F I ABOVE (VERIFY 1 LIVING OD BEDROOM OWES) I i 0 ROOM i TOP K (VAULTED CEIUNGj I L KITCHEN FUTURE I (VERIFY W,OWN - r 3G'x66'C.O. I CABINET i LAYOUT WI OWNER) __ I CABINET tz-1e INK A wee V ISI ` ' I I Dw a V V.I C A L WAL OVENS i t•.6' LINE OF S.F. y REF 29'x68' AFUTURE BO EVAY UP DN. _ _ I OUTDOOR a I 2s x 6'8 � 30"_6ECO. SHOWER 5� I FOYER YER 66' N %®z4• INTERIOR LINEN I 6,g FRENCH .. ® YGx66' PDR. E..� •4 " CAB. SLOP FIT.DOOR ROOM H T-4• 4'9• S.r— ————————1r �.(� O SINK 2 x 6 W:1LL5 INTERIO AT PO;.(ET MASTER I (FRENCH 6 DI O �Y I z6^x6•Mr o OFFICE y HAI-L W BATH oast = — SH R W LID Y PKTx.C&OR a ~{ O ""So"F UB § §000 • D. RED E- ry l 3'x 61WHIRLPO •.T 4-2306COVERED ENTR Rsw" q ° 'N aNO.Tw z1D1 z (WOOD) TRANSOM D TEMPER D FWH tV MU"GTO N OOR6 r P.T.E..POST W11 1911 x tO f-`••'®'t O ` 1 CASING.INSTALL 1 x 10CAP &BASE.CAULK AS REDD F(-1 _ P.T.6 A5 A5 t x t x CASINGl .A BASE,CAULKAS REOD - rII�T"MI �ICLI1 C E— n�'1 A5 O o L< —10• 12'-R 23'.r WINDOW SCHEDULE FIRST FLOOR PLAN � ' I W A$ TAP MANUFACTURER'S UNIT ROUGH OPENING REMARKS FIRST FLOOR = 1768 S.F. SECOND FLOOR = 864 S.F. /)/J� QlLo A ANDERSEN TW 2448 2'-6 1/6"x 4'-9 1l4" DOUBLEHUNG TOTAL AREA = 2632 S.F. 8 " " TW 24310/TWT24015 COMBO 2'-6 1/8"x 5'-9 1/4"t DOUBLEHUNG TRANSOM COMBO I� 0 C C 335/CUSTOM TRANSOM COMBO 6'-0 3/8"x 5'-0 1/2"t CASEMENT TRANSOM COMBO NOTES: D VELUX VSE 308 T-6 1/2"x 4'-7 1/2" SKYLIGHT VENTING,ELECTRIC E ANDERSEN TW 21052/TWT21015 COMBO T-0 1/8"x 6'-5 1/4"i DOUBLEHUNG TRANSOM COMBO 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS SCALE F AR 251 2'-4 7/8"x 2'-0 5/8" AWNING &DIMENSIONS IN THE FIELD G TW 2442 2'-6 1/0"x 4'-5 1/4" DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, H AR 31-2 6'-0 5/8"x 1'-5 1/2" AWNING NARROW MULLION FIXED DETAILS,&FINISHES IN THE FIELD WITH OWNER INTERIOR FI NSH NOTES: 1/4" = "7'0 J TW 24310 2'-6 118"x 4'-1 1/4" DOUBLEHUNG 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT (?VERIFY THESE DETAILS WITH OWNERS) K AR 12 2'-0 5/8"x l'-5 1/2" CASEMENT FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 1.HARDWOOD FLOORS ON FIRST FLOOR DATE L CIR 20 2'-0 5/8"x 2'-0 5/8" CIRCLE 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 2.TILE FLOOR IN ALL BATHS / STATE BUILDING CODE,SIXTH EDITION 3 CARPETING ON SECOND FLOOR 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS G/28 2007 WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 5.) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE 4 STAIRS TO HAVE OAK TREADS/WHITE PINE RISERS I VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES 5 VERIFY KITCHEN/BATH COUNTERS AND CABINETS W/OWNERS THE DESIGNER SHALL BE NOTIFIED FANY 2.ANDERSEN 400 SERIES WINDOWS HP 4 LOW-E GLAZING,WHITE PERMANENT EXTERIOR 6.SCHLAGE LOCKSTES ERRORS OR OMISSIONS ARE FOUND ON DWG. NO. &INTERIOR GRILLES CLEAR VIEW SCREENS.SEE ELEVATIONS 6,) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 7 JELD-WEN PRO-CORE(SOLID CORE)INTERIOR DOORS THESE DRAWINGS PRIOR TO START OF \ FOR GRILLE PATTERNS TO BE 3000 PSI,W/FIBERMESH IN SLABS 8.MOEN OR EQUIVALENT FAUCETS CONSTRUCTION.THE BUILDING CONTRACTOR 9 KOHLER OR EQUIVALENT BATH FIXTURES MLLBERESPONS18LE FORTHECONTENT IN THESE DRAWINGS' ERRO SOROMISSI Al 10.BENJAMIN MOORE OR EQUIVALENT PAINT(ECO-SPEC)LOW V,O.C. COMMENCES WITHDUTNOTIFYINGTHE \ VERIFY COLORS Wl OWNERS) DESIGNER OF ANY ERRORS OR OMISSIONS. THESE( ) OF THE OWNER NDRAWINGSOTED.ANY OTHER USE OOLELY FOR THE F T HESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE REVISED: 9 6 2007 ACT OF IRALCOPYRIGMT PROTECTIO(J zw z 3V•FLUE CHASE TO 3'W ABOVE RIDGE WI COPPER OR S.S.CAP CONT.RIDGE VENT J z o� C3 Q N N TYPICAL30YEAR Iz 12 MCHING ASPHALT ROOF S a ROOF SHINGLES Q NL,VP. ti� ® BOA 1 x W/I xNG RIP La & a O O BOARDS W/1 z 3 GRIP 8 1x 1SU&RAKE L �(7)�gx O InSQxd TOP OF PLATE U ^a"u. m m m W.C.SHINGLE SIDING m "no AWNINGS 4+-TO WEATHER WI WOVEN CORNERS rTl TYP.1 x 0 FA64IA6 IE FRIEZE B-08 BECONO FLOOR SECOND FLOOR SUBFLOOR SU8fL00R TOP OF PLATE TY.3 I/°'CROWN PEDIMENT FT WI LEAD OR COPPER FIASHING ) m m m m TYP,514 x 6 HEAD TRIM ttP.1 x5TRIM ON SIDES IASI Bx BPO6TW/1 l x10 C &BASE..AUUK S GCAP I 60ABE.CAULK AS RE Op � ttP.2.5x 25 SILL / '' FI FIST FLOOR l SUBFLOOROR P.T.6x6PO6TSW/117/1z8 CASING.INSTALL1x8CAP 8 BASE,CAULK AS REO'D FRONT ELEVATION ara Ba I r-o• z-o• I (SHED DORMER) I A g � Aq A5 C A6 I 1z-4 —PORCH ROOF W BELOW b F—H O UNFINISHED E- ATTIC z-z se r-z E, STORAGE (- 4 O Q MASTER O a Q BEDROOM �ROOM ' BELOW BELOW a Q a E-+ A I ACCE651� I ACCES61 62 n 2r VT IP NEL J I PANEL BEDROOM#2 o L_J BEDROOM#1 CLOS. A Q E O——J 15 R '•' zB•z 6'8• RAILING 2'6•z 88' ~� 2 x6 CLOS.. Lo a WALKWAY d -- rT� ftaawo BATH 4�—I m FOYER O a > O 1za• °-T'1 '� BELOW LOFT M sax CLOS. LIN.� :O SCALE IF r2�.Fir I FI%ED n K 13•-11• - 9'.3• O --J 1/411 — - 1'-011 N DATE G G G G G G CENTERED A B O 6/28/2007 ABOVE ON © A4 A5 A6 GABLE DWG. NO. r.m 7-10, ra a-a• s•.m ra• z-1a• e•-IO' 24O• 3'-T IV IR 12-0' n z <-o' P SECOND FLOOR PLAN REVISED: 9 6 2007 U J CONT.RIOGEVENT 2 p� �o N ARCM.GRADE ASPHN.T ROOF SHINGLES �Lc 2�00 TOP OF PLATE El 1 � /I TYP.1.8 FASCIA 8 FRIEZE BOARDS SECOND FLOOR SUBFLOOR TOP OF PLATE M ICJ IITI II Ir IT7I m m m m m W m m 1 P W.C.SHINGLE SIDING P.T.B 1,e POST W/1 x B/1 x 10 N CASING.INSTALL I 110 CAP 5 S BASE.CAULK AS REO'D W/WOVENECORNERS FIRST FOR Lj SUBFLOOLOR TYP.AZEK RISER S COMPOSITE DECKING FOR DURABILT�,(VERIFY R EAR ELEVATION MATERIALS W/OWNERS) COPPER OR S.S CAP CRICKET W E-I IZ 2TY x 3'0'FLUE CHASE s e E -1 TO SW ABOVE RIDGE 12� H TYP.1 x B'FLYING RAKE' O BM)SW/1,3DRIP& r iIl 1 UB-RAKE �lI �O z �yy n BOTTOM OF 12� TOP OF PLATE CEILING JOISTS r \ L.. ZCrn m m Q /VOl SECOND FLOOR SECOND FLOOR —v SUBFLOOR j SUBFLOOR TOP OF PLATE TOP OF PLATE m m m m m m TYP 3 1/6'CROWN O PEDIMENT rT, W/LEAD OR COPPER FLASHING � FLI ��//''�� m m TYP.B/4x m TRIMOTRR3 TYP.1x5 TRIM ON SI0E5 TYP.2.5x2.551LL `l Y Y FIRST FLOOR FIRST FLOOR SCALE SUBFLOOR_ SUBFLOOR 1/4// = V-0/I DATE RIGHT SIDE ELEVATION LEFT SIDE ELEVATION 6/28/2007 DWG. NO. REVISED: 9 6 2007 5sa a.a' U a e'ar s•-e" r-s 6-B" Ira• 17'DIA.CONO,SONOTUBES A B Q A C 0'�T04' BELOW GRADE U) Q CV 11 4 2-P.T.2.Ia. 2-P.T.Z x itls N AS ROOF�SHIN6LE5T W C=O�-'Cr 2.12 RAFTERS 1/7'CDXPLYWOODSHEATHING 3CN FELT PAPER 12°DIA.CONC.6ONOTU6E 2,8 BLOCKING TO SIMPSON H 2.5 HURRICANE CLIPS Q r (•l.(� P.T2x eJ015TS®164.c. �W/28"DIA.BIGFOOT FOOTIA'3S PREVENTWINO \ TO 4'0"BELOW GRADE WASHING TW WIDE ICEANATER SHIELD W^ ————————— — — — -- ————— -- — -------------------- 2LP.T.2x 12c � ALUMINUM DRIP EDGE � �a�r+Do Lp ' I 1 x B FASCIA 00AR0 r�+-+IOC TYP.T CONC. — — — — — — —— —— — — — — — — -1 \ 1 x 3 STRAPPING W/ FOUND.WALLS I I 'GYPSUM BOARD CO' m IF TYP.6x,6 I I I _ 6 CONC.FOOTINGS�� I I I P.T. 10'4 16°.°. �1 x 6 SOFFIT BOARD _ U W -y ttP,2 x 8 WALLS 1 x CONT.VINYL SOFFIT VENT 4 I I d I i m i x 6 SOFFIT BOARD BASEMENTI I rc I I PT 2.10 LEDGER BOARD LAG EOLTEOTO 1W/ CROWN WINDOW 60°BLOCKING HANGERS ATR;OTH ENDS 1 x 6 OR 1 x 8 FRIEZE BOARD M I I � 12'-ttl' I U — w FULL - - - EAVE DETAIL I I o BASEMENT I I I ' e SCALE: 1/2=T-0" M I (4•'CONC.SLAB) I I m I I 6ASEMENT I O I WINDOW I I I I APPLY CAULK OR ------J I TAPE AT ALL SHEATHING 11 7/8"ENGINEERED FLOOR JOISTS®16'Pc(J01) I I SEAMS AND THE TYVEK 4 I I VAPOR BARRIER , NOTE: - tq I I t ( I CHANGE JOIST SPACING 4+ I >n 2-1 3/4"x 117/6'LVL OR GRANITE JOISTS COUNTERTOPS § APPLY CAULK OR BILCO'C' Y1"x60` F: I I GRANITE COUNTERTOPS ly APPLYCAU HER ADHESIVE WHERE I BULKHEAD © ARE SPECIFIED INDICATED I ADHESIVE WHERE P. U I I EPM I I Ty INDICATED ------'1 I BEAM r © I I I IrL r- POCKET I I I _POCKE _1 _ _ _ L L_IJ ]5'x 11.875 LV GIR_T(FB07) 61L1 SEALER UNDER -I I - I i 77 P.T,2,661LLWITH § L L CAULKING I 6-7 I I I I BASEMENTWINDOW I I TYPI CAL 31?DIA ( I STEEL LALLY COLUMN I I DETAIL AT FIRST FLOOR TYPICAL 30'x Sax 1T -- I 1 , CONCRETE FOOTING I SCALE:112"=V-D" b I I I P.T.2x 8s 16'4.c. — I I r — I I I C 1 i I P.T.2x 10's®15°.c. 5 - j — -- -- — J i — 1 --------- — ------- --------- 3P,T.2x1as ------------`----- 6ASEMENT BASEMENT \ CONT.RIDGE VENT WINDOW WINDOW I .2x12a 12"DIA CONC.SONOTUBE A B 12'01A.CONC,SONOTUBES WlN'TO BIELOW GRADE MULTI F�L-•( � - A A$ TO 4V'BELOW GRADE MULTI LVL RIDGESEAM w E--I ns TYP. ROOF CONST. 6•-a 6-a N'-r 11'-r h O 1 x 12 ROOF RAFTERS OF S E ^ A r 12 -i/T•CDL PLYWOOD ROOF SHEATHING ASPHALT ROOF SHINGLES Ir•LI �� -30 LB,FELT PAPER o -11"HI-R BATT INSULATION 16-17 12'4r 23'-2 4'-0' ®SLOPED CEILINGS(R=38) -1 T GATT INSULATION if1 ®FLAT CEILINGS(R=38) ill .2x 12 RIDGE BOARD(UNLESSOTHERWISE NOTED) O -SIMPSON H 2.5 HURRICANE CLIPS FOUNDATION PLAN - AT ALL RAFTER ENDS ^' -ICEI WATER SHIELD AT BOTTOM w ]'a'OF ROOF TOP OF PIATE 2x+°CEILING JOISTS®16°.c. -PROP A VENT BETWEEN RAFTERS NOTE: `TYP.1/2'GYP.RD.ON MULTI LVL BEA I_ M 2x 1a4®16 P.c. - 1.VERIFY ALL FRAMING DETAILS W/ENGINEERED TYP.WALL CONST. 1x36TRAPP¢"@1s'ac .C/Q JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION o i.216 STUDS 01T' . O 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS m 2.ilL•PLvwoop SHEATHING 3.FOLLOWENGINEERED JOIST MANUFACTURERS F 3.6(R=19)BATT.INSULATION BEDROOM#1 Q FASTENING REQUIREMENTS S 4.1/2-GYPSUM BOARD 5 o .W SHINGLE SIDING C, 6.TYVEK VAPOR BARRIER TYP.3W T B G PLYWOOD SECOND `SUBFLOOR-GLUED B NAILED SUBFLOGR 2 x 8 BETWEEN RAFTERS TO PREVENT WINO WASHING TOP OF PI ATE 11 7/6 ENGINEERED JOISTS®16'c., MULTI LVL BEAM W ONT.ALUMINUM TYP.1?G:'P. C.ON SOFFIT VENTS 1 13 STRAPPING Q 16 Pc. 2.4 STUDS®16—, � �1 W/1R'GYP,so. Lo 4� h P.T.2x 10 LEDGER BOOARD TAG BOITEDTO y b bp S06L°ID BB j0 MASTER MASTER 016TS HANG RSATRBOTH ENDS F"�H BATH W.I.C. BEDROOM ttP.3/4'T B G L'LYWDOD P.T.2 x Bk @ 16'P.c. FIRST FLOOR `SUBFLOOft-GLUED 8 NAILED SCALE SUBFLOOR P.T.2 6 SILL WI SEALER 0000000006 11 71W ENGINEERED JOISTS @ IT—x 2-P.T.2.194 TYP 9"BAR MULTI LVL GIRT INSULATIt-N(R�) 1/4" — �1 I'—O" 1!Y'DIA.ANC'IOR 3.1/2•DIAL STEEL 4= DATE BOLTS®46'°.c. LALLY COLUMN a FULL BASEMENT F TYP.TCONC' NP.1aDIA.60NOTUBES 6/28/2007 FOUND.WAILS TO 4'0•'BELOW GRADE 4"CONIC,SL„B - TYP.DAMPPROOFING TOP OF SLAB ON FOUND.WALLS DWG. NO. FOOTINGS FOOTINGS A BUILDING SECTION MASTER BATH/BEDROOM REVISED; 9/13/07 A4 A4 REVISED; 9/6/07 4T-0 g� U A I3 C A A5 A6 Z L w �C:,cflo �d. 13'<" S 1?x312' 61/7x31lY cx LVL POSTS LVL PO5T5 L. d"L4'D Q _ I _ _ (- LAI i F 1 F_ -I m U vm�oxL x I I I i I I I I I I I I I I L_J L_J L_J i O 3 1.75'x 11.875 LVL(FEC� I S —— 1 POST IN WALL6SOUDWO OD _ I 1 I 4 MULTI LVL HEADER MULTI LVL HEADER FARING WkLL 1-1.75'x 11A75"LVL(FB04) FARING WALL 4 11 W E GINEERED FLOOR JOISTS 0 IS o,c.J01 1.1.75•x 11.W5'U/L(F804) M Lu I CONT.RIDGE VENT MULTI LVL RIDGEBEAM ` 3.1.1 x 7.1 LVL(RBG3) F•��1 HEADER TYP. ROOF CONST. F-N Di H -2,12 ROOF RAFTERS®IT o.c. 12 -12'CDK PLYWOOD ROOF SHEATHING w E-1 A B C - - 12 -ASPHALT ROOF SHINGLES F•-� -30 I.B.FELT PAPER O A4 AS A6 .11-HI-R BAIT INSULATION E— ®SLOPED CEILINGS ll l -17 BAIT INSULATION _ 16'.10- 12-d 23'-7 4'-0' 12 / ®FIAT CEILINGS O('UN -2 x 12 RIDGE BOARD IUNLESBOTHERWISE NOTED) rn� / -A ALL RAF 2.5 HURRICANE CLIPS / IC ALL TER SHI ENDS -3V WATER BHIELD AT BOTTOM TOP OF PLATE 2112 CEILING JOISTS®1B'o.e. PR PFA VENT BETWEEN RAFTERS SECOND FLOOR FRAMING PLAN / / TYP.12'GYP.OD.ON TYP.WALLCONST. / 1x3 STRAPPING @1@o.c. iw 1.2x B STUDS®tS o.c. / w NOTE: S 2.1/7 PLYWOOD SHEATHING ' EMI 1.VERIFY ALL FRAMING DETAILS W/ENGINEERED 00 3.c(R-19)BATT.INSULATION s V lj JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION r. a.Irr GYPSUM BOARD V 1 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS 5,W.C.sHINDLE SIDING 3.FOLLOWENGINEERED JOIST MANUFACTURERS S.TV VEKVAPORBARRIER :!I O FASTENING REQUIREMENTS SECOND FLOOR SUSFLOOR 2.B BETWEEN RAFTERSTO TOP OF PLATE 11 71F ENGINEERED JOISTS 016'o.c. PREVENT WIND WASHING 110 ,,�I FBI MULTI LVL BEAM ° ULTI LVL BEAMS OFFI ALUMINUM BEAD BOARD SOFFIT VENTS I, Imo. MV '2 x J STUDS®IS'o.c. W/I2•GYP.BD. O S L^ P.T.2 x 10 LEDGER BOARD LAG BOLTED TO LIVING A SO DBLOCKING W/(2) EDGERLOY,BOLTS Y Z =q 16'o.c.W/JOISTS HANGERS AT BOTH ENDS MASONRY STEP ON FOYER ROOM Lo a•cone.SLAB P.T.2 x Jr.®16• ° FIRST FLOOR TYP.3Id"T80PLYWOOD O BUSFLOOR SUBFLOOR-GLUED 6 NAILED (1 It 71W ENGINEERED JOISTS IT,,,. 2-P.T.2.IO'e TYP T BATT MULTI LVL GIRT SCALE TYP.B"CONIC. INSI;LATION(R=30) FOUND.WALL 12'.IIA.ANCHOR b —Y1/2-CIA.STEEL ¢i SOL.S @ 4T o,c. LALLY COLUMN 'e g FULL 1/4" = V-0" BASEMENT TYP.B-CO . DATE TYP.B'x lW CONC. FOUND,WALLS FOOTINGS J•GONC.SLAB TYP.OAMPPROOFING TO 4'O BELOW GRADE ES TOP OF SLAB ON FOUND,WALLS 6 28 2007 I 1�30'x 30'x 12 TYP.B•x 1P CONIC. FOOTINGS CONIC.FOOTINGS DWG. NO. As BUILDING SECTION @FOYER/LIVING ROOM REVISED: 9/13/2007 A 5 REVISED: 9/6/2007 i 55A 3 7- 2-p J (SHED DORMER) Q A B C ON N A A5 A6 w �cD 2.1.75 7.25-LVL BEAM(RBOa) Q Fccl) cn LJ L2 �Yo oo In 0 cn u M I� 0 xx51 ­6 POSTU PI TO RIDGE v _ 2.1.75'x26"LVLRIDGEBEAM RB01 a x 6 POSTS UP TO RIDGE I FROM BEAM IN CEILING TO PT RIDGEOEAM ENDS OF 2x I2.f IEBI D J FF M1 O — 1 N Ix 4 1.75 x 9 1Z LVL RB02 I fl t —u i I i I <� 11.875 LVL BEAM(F903) TYP. ROOF CONST. 2 x B RAFTERS @ 15°.a TO BE C -2 x 12 ROOF RAFTERS®75 o.c. BUILTOVER MAIN ROOF STRUCTURE A6 -2 x 2 R OF WOODRAFTERS ROOF SHEATHING ASPHALT ROOF SHINGLES - L A B CONT.RIDGE VENT 30 B.FELT PAPER:I-HI-R BATTINSULATION A AS 0 SLOPED CEIUNGS(R-W) (.( 12 BAIT INSULATION GS(R 16'-tp 12'O A'-2' a'.p T FIAT CEILINGS(RUB) wF�•7 (GABLE DORMER) (SHED DORMER) (SHED DORMER) 12 .2x 12 RIDGE BOARD(UNLESSOTHERWISENOTED) r , -SIMPSON H 25 HURRICANE CLIPS w E -( 6i IC ALL RAFTER ENDS -- --- -3C OFTER SHIELD AT BOTTOM ~~ O A -P0R OF ROOF ROOF FRAMING PLAN -PROPA VENT BETWEEN RAFTERS • � �� TOP OF PLATE U 2,10CEILINGJOISTS®i6'o.c, o NOTES: ryP.1/2"GYP.BD.ON CONT.ALUMINUM �y O 1.) ALL ROOF RAFTERS TO BE 2 x 12's TYP.WALL CONST. 1 3 STRAPPING®15°.`. SOFFITVEWs UNLESS OTHERWISE NOTED _ N 2. USE SIMPSON H 2.5 HURRICANE CUPS E'A 1.2x 6 STUDS@IS`.c w 2.IZ PLYWOOD SHEATHING ��II AT ALL RAFTERS ENDS F 3.6-(R-IG)BATT.INSULAMON WITH BEDROOM#2 �4 3.)VERIFY GUTTER TYPE/LAYOUT a.1rI GYPSUM BOARD 1z W/OWNERS 5.W.C.SHINGLE SIDING 6.TYVEK VAPDR BARRIER V`I SECO FLGOR TYP. T 8 G PLYWOOD NO 6UBFLO SUBFLOOR-GLUED&NAILED TOP OF (ATE ) 11]/B"ENGINEERED JOISTS®15'c.c. 2x 6'e 16'o.c. MULTI LVL HEADER BEAD BOARD O MULTI LVL BEAM 1.3STf GYP.G ON 2x45TGYP.ED o.0 1x35TRAPPING®iS'o.c. W/if2'GYP.BD. N P.T.2,10 LEDGER BOARD LAG BOLTED TO Fd•� 4 w P DR- SOLID BLOCKING W/(2)LEDGERLOK BOLTS O ROOM KITCHEN 1S'o.c.W/JOISTS HANGERS AT BOTH ENDS r ' P.T.2x the®15 o.. r6UBFLOTBGUED ND 1Lo FIRST FLOOR — 1 6UBFLOOR-GLUED 8 NAILED P.T.2.10'e®16'e.c. �1 O SUBFlOOR 1 'v\ 11]/S ENGINEERED JOISTS®15 c.c. _ - 3 P.T.2 x 12e 3 P.T.2 x 12a ryP,pBATf. MULTI LVL GIRT �{ INSULATION(R-W) 112'DIA ANCHOR F] - 31/2"DIA.STEEL �« 'v BOLTS @ 48'°.c. SLY COLUMN 4 f SCALE FULL BASEMENT TYP.TCONC. 1/4" = 1'-0" FOUND.WALLS E'CONC.SLAB TOP.tY DIA.SON TOP OF SLAB ONPFOUNO.WALL6NG TO 1'p BELOW GRACE PDE DATE ` V--30'x3px12' ttP.B'x 15 CONC. • CONI GS c BUILDING SECTION @ PDR. RN FOOTINGS 6/28/2007 ROOM/KITCHEN As D WG. N 0. REVISED: 9/13/2007 A6 REVISED: 9/6/2007 ` r; 28 DATUM : SYSTEM PROFILE : Q VERTICAL DATUM: MSL± (TOWN OF BA'RNSTABLE GIS) NOT TO SCALE BENCH MARK USED: TOP OF CONCRETE BOUND LOCUS INFORMATION N o SAXTER'S NECK ELEVATION 29.04 ROAD TOP OF FOUNDATION CURRENT OWNER DUNCAN & VICKI WHITTIER ELEV. 33.0 RAISE COVERS TO WITHIN 6" C)F FINISH GRADE r RAISE TWO CHAMBER ADDRESS 24 PRINCE AVENUE LOCUS FINISH GRADE FINISH GRADE RIS:RS TO WITHIN 6" MARSTONS MILLS �n ELEV. 32.0 ELEV. 31.0 FINISH GRADE OF FINISH GRADE MA 02648 PROPOSED FUTURE GARAGE //// //� /Alz:; //Z ///I� ELEV. 30.7 GROUND ELEVATION 30.2 L TOP = ///�� PLAN REFERENCE 459 54 - LOT 1 A POINT SLAB ELEVATION 32.00 �� 1r MIN.-3' MAX. COVER / INVERT ELEVATION 30.00 0 GARAGE 12'OS=0.03 2 1Ei' CADS-0 01 70P ELEV 2 .50 ISABELLA RD. 12'OS=0.046 ._ DEED REFERENCE 22134/160 n 10' ® 2� = ELEVATION 23.80 IN SEPTIC 7AN`< 4„ p - 2" MIN 1/8"-1/4" DOUBLE WASHED PEA STONE NI INVERT ELEVAT{ON 29.55 OUT SEPTIC TANK 4 PVC SCH 40 2 8 0S=0.02 O O O L. 0 0 0 80` �2% TO "D" BOX SCH 40 INV.= 2 MIN-3 MAX O 0 O 0 0 INV.= 29.00 28.64 10"TEE 14"TEE INV.=28.39 ' T" VO O 0 0 �' O O 0 ZONING DISTRICT RF WITH 2 ACRE -OVERLAY 6„ O O O 0 �' ' O O O O O '0 3/4" DOUBLE WASHED STONE SETBACKS FRONT 30 SIDE ,' NORTH 5 -7 , „ GAS BAFFLE 5 OUTLET REAR 15' BAY ; 4 -6 1/2 4'-1" LIQUID LEVEL D-BOX FOUR 4'-10"x8'-6"x3'-0" CHAMBERS 4'-4 INV.=27.83 27.50 H-20 0 IN v'.=27.66 3,A.S. (12.83' x 42.00') x a FLOOD ZONE ZONE "C" 7/2/1992 ELEV ° w 250001-18D LOCUS MAP '`�' 24.06 a V. 25.50 NOT TO SCALE: v p oo 'n 6" BASE OF CRUSHED STONE Y`- ASSESSORS MAP 74 PARCEL 3-2 OR MECHANICALLY COMPACTED TEST PIT #1 ELEV 17.2 - NO GROUNDWATER ENCOUNTERED 1,500 GALLON PRECAST CONCRETE ��n SYSTEM DESIGN SEPTIC TANK LOT AREA 94,887t S.F. DESIGN FLOW 5 BEDROOMS AT110 GPB/D 550 GPD PROPOSED DESIGN FLOW 4 BEDROOMS AT 110 GPB/D 440 GPD CONCRETE BOUND FOUND & HELL) FUTURE uESi&I e LOW OVLR GA RAGE 1_ BEDROOMS AT 110 GPB/D 110- GPD �\ „ ___----- DATE: 4/11/0 7 DATE: 4/11/07 DAME. 4/11/27 DATE: 4/1 1/07 GROUND FLL_V 30.7 G7'OUND ELEV 30.7 GROUND ELEV 30.5 GROUND ELEV 30.5 TOTAL DESIGN FLOW DWELLING & FUTURE GARAGE \ PROPOSED ACCESS & NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER HO GROUNDWATER 5 BEDROOMS AT 110_ GPB/D 550 GPD \ I B.O.H. -- UTILITY EASEMENT BENCHMARK _ i TOP OF CONCR` TE DONNA MIORANDI 0/E/A 0/E/A 0/E/A G/E/A BOUND FOUND ��IITH SOIL EVALUATOR. LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND REQUIRED SEPTIC TANK \ �- - -_ - _ _ --= ` - ___ DISK. ELEV 29. 4 KH STONE 10YR 3/3 10YR 3/3 10YR 3/3 10YR 3/3 - - - - BACKHOE OPERATOR. _ A.B. CANCO 10YR 5/1 10YR 5/1 10YR 5/1 10YR 5/1 -r 550 x-2 _- _ ---__1100 GAL. \ I ,r -�- SEPTIC TANK PROVIDED = 1500 _GAL. �ii - /- �� EXISTING DRIVEWAY 10 6" 4" I U.POLE 1P - - \ ` --TO BE SHARED FOR P�RCTRATE: <2 MIN. PER INCH B B B B I\� N/F -r �` ` ACCESS AND UTILITIE>; LOADING RATE: 0.74 GAL/SF/MIN LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND SIZE OF LEACHING FACILITY REQUIRED JAMES Y. WHITTIER - - \ ____ 7.5YR 5/8 7.5YR 5/8 7.5YR 5/8 7.5YR 5/8 #1065 OLD POST ROAD 22" 20" 18" DESIGN PERC RATE <2 _MIN./INCH \ (74-3-1) - _ \ �� \ �: \ PROPOSED ACCESS & ELEV = 28.4 ELEV = 28.9 ELEV = 28.7 ELEV = 29.0 LONG TERM APPL. RATE-2•74-GPD/S.F. ,-- '' ^ `� �\ `� UTILITY EASEMENT C-1 C-1 C-1 C-1 COARSL SAND COARSE SAND COARSE SAND COARSE SAND P-4A \� �� �b \ \ �' \�.,� 10YR 5/6 10YR 5/6 10YR 5/6 10YR 5/6 60" SIZE OF LEACHING SYSTEM PROVIDED: \ �O a` PROPOSED 12.3x42.00 ',1 550 _ 0.74 SF/GPD = -7_44 S.F. MIN. REQUIRED LEACHING AREA 2 44 36 64 STAKE' SET \ 1 STAKE SET USING 4 CHAMBERS WITH 4' STONE AROUND \ --� \ - � SIDEWALL = 2(12.8-3-4-42,0') x 2 219.3S.F I f s .. MANHO(.E . MEDI rM r - 72 M D MEDIUM NJ __ h = C-2 C-2 C-2 . •� I �` � r TRANS. PADS ��\ e U 5 " u S MEDIUM SAND MEDiU SAND ��c I + i SA BOTTOM = 12.83 x 42.0 = 538.8S.F. � _ .,.,_ � � / 3ra. ,- ..� \ � 1 TOTAL LEACHING AREA = 758S.F. �� / o I I / \/ Fes / 2.5Y 7/� I I 2.5Y 7/4 25Y 7/4 2z5Y 7/4 758 S.F x 0.74 = 561 GPD \- i / ` NO--G.WATER j NO G.WATER NO G.WATER � � / `� / / � �. �•, +62 150" 132" NO G.WATER 124" ELEV = 1 i.2 ELEV = 18.2 ELEV = 19.5 ELEV = 18.5 561 GPD PROVIDED > 550 GPD REQUIRED = 11 GPD RESERVE NO (GARBAGE DISPOSAL / GRINDER ALLOWED) �� I I I I I S V ' ~ � CONCRETE BOUND DTH #4 � ITEST AHOLE TES DEEP FOUND BROKEN I i \ 31.3 �° \ INDICATES STAKE SET \ ,' P-4A 60" PERC TEST \ �w I I \ PROPOSED ' 10�' \ \ \ (c�� \ GENERAL NOTES. 1 10� 1 I i \ �. _ \ \ \ � � � � 1500 GALLON a? l �� SEPTIC TANK 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ` � � \ I � \ �o �� � \ � DTH # T TLE V 4ND THE TOWN OF BARNSTABLE RULES AND REGULATIONS \ I \ 19.3 FOR SUBSURFACE DISPOSAL OF SEWERAGE. \ . 2. A�! LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE `, , 1 I 1 \ I I 1 I\'/F Y I I \ \ \ \ JAMES Y. WHi ::R� " 30 45 60 90 150 ACCESSIBLE WITHIN 6 OF FINISH GRADE, WITH ANY REMAINING 1� , \ AOR �� j D ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. , �A, �? I ^^"� ; ':` \ #1065 OLD PO <..,,-, �� :;,,_�, -iw t r''' N ,- F Ti �� Ni TAR t: ,Z r2ES E,� -4A �i w ... 1 \ \ \ _ \ � , ....� ��; 3r�+ �+� ��+ +r�= 1EM =BALL BED, \ O � ( JE AR a 2 \ - . . CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE I V \ \ j H #3 '�. A IP � - UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY �� I \ _ '� SET I - - - - - -� \ _ MUST WITHSTAND H-20 LOADING. \ 19.9 X \ j 56 GRAPHIC SCALE: 1 INCH - 30 FEET 4, THE EXCAVATION CONTRACTOR SI- ALL VERIFY THE LOCATION 1 OF ALL UTILITIES PRIOR TO ANY EXCAVATION. Y T COVERS T GRADE \c` r \ I PROPOSED I 5. ANY MASONRY UNITS USED TO BRING CO E S O G D I Z \ 1 / , � � P A / I \ OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. � ` ` � � \ � �I DWELLING 33�0 1 � � � \ � ' SITE AND SEWAGE 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER 1 FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. N \ I j / DTH #2 34 x56 �p \ 52.0 1 ! / 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF I G '' � - , m \ I I 1Q Pam, 3 \ I I DESIGN PLAN SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE qS I / PRO- . 70, THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND . GAS �.� i \ \ / / JdTURE GAR. ,�� O40 �� I ' cv I �, I --� ( co w - N , LAB EL 32. / e� j ( N / 1045 OLD POST ROAD LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. � ` N \ / / , p 1 s 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN I �'qS �� \ -A ` o pROp \ / �-'�; / 26 x;>O �� 4. i j o / 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT I CONCR�TE GAS W4TEROSED /296 5'/ / l j r I N \ BOUND SET IP S �`i �\ SERVCE \ / / /� FUTURE -- -' P j I / / C O TU I T, M A S S A C H U S E TTS ELEVATION �OF THE OUTLET PIPE. / � � I I �`'\ V �-'AS -�.�. cu / � 1'° WATER � � � \ STAKE / I 1 �> > 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES / I 474 3, \ `mi l � / �i i J Li SCALE 1 = 30 DATE: AUGUST 28, 2007 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS I Ip S N� ti P� o SERVICE--f �' 81 6' PROPOSED FUTURE jSET I BAFFLE 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC I ��� M t� PS 1500 GALLON j REV: SEPT 24, 2007 CRETE a30U�JD % I `' Gq j .� / `J `� 5 �' © 2GF, - - SEPTIC TANK REV: SEPT 28, 2007 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND ND & HELD / I I �,,_ / `t SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE / I I ! IP '�.0 \ I G i 5� OLp T X 31.4 S �. Qp ��� ENNrs couRi - - m / FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL i.� I I Gq �® � POSTS h c / BE LEVEL �i �C� \ I l I I \ ' IPru S `- Cl) PREPARED FOR: 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION I \ i DUN CAN 8c VI CK I WHITTIER TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW / Z ' `n rr 0 \ � IP \ �q � 4 PRINCE AND APPROVAL. � � I \ \ �\ � N I #2 AVENUE \ ,5 m 1 MARSTONS MILLS .. \ \ IP IJ I MA 02648 CONSTRUCTION NOTES: � 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND CONCRETE BOUND �� \ \ \ IP I 1 ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING FOUN ) & HELD \ �� N/F \\ ' \ \ i 1 j' l� 1 PREPARED BY: WORK ON THE SITE. LAWERENCE BEST \ \ CONCRETE � °�' S 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE EAS SURVEY INC. z� S� / ` #1025 OLD POST ROAD \ BOUND SET / r_rA �� EDuvA�D WITH DEEDED OR ZONING REGULATIONS. OWNER APPLICANT CONCRETE BOUND ` _, A ` IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. FOUND & HELD (74-3-3) \ I 141 R T. 6 A STONE y 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING ` \ ` \ / I I �1 s P. O. BOX 17 2 9 No. 28,800 MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND \ \ \- -- _ - _ i '� < �,`"` sT S.A.S. AREA IS PROHIBITED SANDWICH , MA OL563 SIN L L s FAX (508) 888-2496 ,7,6 6�i LOCUS DATA BENCHMARK -- --- _� TOP OF CONCRETE ELEV. A B C BOUND FOUND WITH TOP FOUNDATION 34.00 — _ ! DISK. ELEV 29.04 OUT FOUNDATION 29.50 OWNER DUNCAN & VICKI 1 IN SEPTIC TANK 29.05 WHITTIER ~' ~ 2 OUT SEPTIC TANK 28.88 19'- " J.S- -� ` 3 IN "D" Box 27.91 23'- Cr 4V-6" ADDRESS 24 PRINCE AVENUE IP OUT "D" BOX .78 1 MARSTONS MILLS .h , 4 IN LEACH CHAMBER 40 1 - " MA 02648 � �� �� ` 5 IN LEACH CHAMBER 7.40 3 -0" 42'-t}" BOT. LEACH ,CHAMBER 25.40 PLAN REFERENCE 459/54 - LOT 1 A h' \ NO GROUNDWATER 117.20 160 DEED REFERENCE 22134 / AS—BUILT TIES" LL._ f. ZONING DISTRICT RF �,\ OF 14,1 SETBACKS FRONT 30' �N S `3s4 N F 3y `\ Et�vNARD SIDE 15 V A REAR 15' F DAMES Y. WHITTIER- 1065 OLD POST ROAD No. 23 , 0 FLOOD. ZONE ZONE C" 7/2/1992 250001-18D (74-3-1) °N t ASSESSORS MAP 74 43S �• v PARCEL 3-2 >' LOT AREA 94,887f S.F. _�\ SEPTIC � � N LA A, LOT 1 A 0 AS— BUILT PLAN j 94 , 87 S� FF 1045 OLD POST ROAD 1 - - r 4 °' t 0 3 IN � a COTUIT, MASS TOP of CONCRETE 11}tig 4 ELEVATION 34.4 ® co DATE: 5/14/08 do. o OWNER'/APPLICANT: a. `L'�• 56.0' 63.6 I ' p D U N C A N 8c 'Vf C I�C I iIVH I TTI ER 0 Lo_ 34.0'� �,, � �,�. #24 PRINCE AVENUE �` - -ARSTONS ` MILLS 0 ` 282.2' 3'x3' FOOTING z MA 02648 gP �.414 TYPICAL 33 N/F IP PREPARED BY: ''� LAWERENCE BEST EAR SURVEYP #1025 OLD POST ROAD 71.9' � r INClNC 0 (74_3-3) . to 141 R T. 6 A IP N N 0 40 60 80 120 IP o P. O. BOX 1729 N/74°24 I5„W - 'SANDWICH, MA 02563 IP IP PH. (508) 888-3619 FAX (°508) 888-2496 1 GRAPHIC SCALE: 1 INCH 4C3 FEET