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HomeMy WebLinkAbout0115 OCEAN DRIVE r .- ., ;7-4 6h)) i Town of Barnstable Building Department Services Brian Florence,CBO yk Building CommissionerKAM A 200 Main Street, Hyamus,UA 02601 C�,�. �` ' wwwtown.barnstablemans ',�� ' �t Qffiw 508462AO38 FMC 508-d790-62?0 PERMM. -FEE:$35.00 SHED REGISTRATION REMENTIA.L ONLY 200 square feet or less 'a �C2G�.y� ��-. t�t Gt by Location of shed(address) � i►n �i f I C�/i�I�GU► Vl 509 - 7 7 s? Property owner's name Telephone number Size of Shed Tu1ap/P�# Daft0 4a S Hyannis Alain Suet wateafiiout Historic District's l D --Dld KxWs Highway Historic Dish d Commission jmis&ctm? Al o You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: iF You ARE WITHIN THE JURISDICTION OF ANY OF.TH&ABOVE COADUSSIONS,THERE MAY BE.A REMW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COADUSSION FOR DETAUL S. S FORM MUST BE ACCOWANI ED BY A PLOT PLAN U7 J 50.18' OAK DRIVEWAY , EASEMENT STREET o �s.5 c �19.5 19.1 50.18T 194.99, \ 1 .7 II � . N F �� 11 \ e P ARCEL \ 7, 1 1 '1 19.5 LOT Y 11 Area 1.9 7Acn TO WETLAND mom N 19.7 WILAWd- L� \1 {f:J / \ � ' 'G� — -�- 20.8 Tom CEDARS U LITY POLEOCEAN fl fl / ORNE v19.0 D—BOX `SEPTIC TANKLEACk \ ARFA t Raw OF � \ /1R�A .. \ YE1N IAEES WALL HOLLYRMSTOW I - \ `•.\ \1 \ PA710 r PAVED '�. c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ~do Map Parcel Application Health Division Date Issued < Conservation Division 2�12ft- "110 ' Application Fee S� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH, _ Preservation / Hyannis G Project Street Address Village �iJ�ST �— Owner /�/c©9•v c y ��'�� Address 6L?�"-�wb4z 4 a/, !-C/Iy,4STdAc/,Uy Telephone f Permit Request � X aq.A F �iZy ���"� �►d/c�` �'�® �� — Square feet: 1 st floor: existing proposed () 2nd floor: existing proposed Total new S/YG Zoning District /�!� Flood Plain Groundwater Overlay Project Valuation L6z 000 Construction Type te�Ad"Z ArI-VC Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Er Two Family d Multi-Family(# units) Age of Existing Structure Historic Historic House: ❑Yes W'No On Old King's Highway: ❑Yes ®'No Basement Type: VFull U Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) —�/�ace, -5�c Basement Unfinished Area(sq.ft) Number of Baths: Full: existing a?, new Half: existing I new 0 Number of Bedrooms: existing d new r c3 Total Room Count (not including baths): existing new / First Floor.R�om Coons , emu,� ..:9 Heat Type and Fuel ❑ Gas V it ❑ Electric ❑ Other_ __ _ } Central Air: Ca' es ❑ No Fireplaces: Existing_y" New Existing wood/coal stogie: P 'es ®'No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existingcb nw size_ C) Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 9�Jo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION t (BUILDER OR HOMEOWNER) Name i. Telephone Number 7?V- Address /6 2 _7271TA-1 License # 64-S 762 P6 6 Ba6_�,Z Home Improvement Contractor# Worker's Compensation #ale, 00 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOw1 �-�0 4�- 604 SIGNATURE J ®ATE 16 e?o /aGf/ 1 y i FOR OFFICIAL USE ONLY t . Q APPLICATION# 't DATE ISSUED '- �,.,M_AP/PARCEL NO. r F ADDRESS VILLAGE j OWNER t DATE OF INSPECTION: ::FOUNDATION FRAME _'..INSULATION 1'? FIREPLACE ,r ELECTRICAL: ROUGH FINAL A - ,t PLUMBING: ROUGH FINAL GAS:; ROUGH +;+ FINAL Yy _,,FINAL BUILDING i.�y • DATJ= CLOSED OUT s ASSOCIATION PLAN NO. [i rk � r The Commonwealth of Massachusetts Department of industrial Accidents Office of litveshi ations 600 Washington Street Boston AL4 021.1.1 www.mass gov/dia Workers' Compensation Insurance Affidavit: Bulders/CotactorsEA cant Information lectrician /plumbe rs Please Print Le 'bl. Name (Business/Organization/tndividnai): �/.��s�-��� C.���� ��� AG��S�i�,�✓�'�7"GL✓ Address: 16-3 %�l x, li,A-4F_ C State/Zi m'/ P Phone#: dd Ere an employer? Check the appropriate box: a employer with 4. eI am a genial contractor and I TYPe of Project(required):loyees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction a sole proprietor or partner- listed on the attached sheet 7. Remodelingand have no employees These sub-contractors haveing for me in any capacity. employees and have workers' 8'r0 Demolitionworkers' comp. insurance comp;insurance.# g. �Buildmg addition .ired j 5. We are a corporation and its' 1 O-]Electrical repairs or additions a homeowner doing all work off cars have exercised their lf [No workers'coma, right of exemption per MGL .❑Plumbing repairs or additionsance required.] t C. 152, §1(4),and we have no 12•]Roof repairs, employees. [No workers' 13.0 Other . comp, insurance required.] Any applicant that checks box#1 must also fin out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they an doing all work and then 'xContracto hue outside is that check this box mast attached as addition sheet showin the tside coatractors must submit a new affidavit indicating such. employees. If the sub-contractors have to g name of the sub-contractors and state whether or not those entities have employees,they must provide their workers'camp,policy number. I am an employer that is providing workers'compensation insurance for my employees.. Below is the o$ and'o information. P cy I b site Insurance Company Name: � .�}r�i•7` -f�'_� Policy#or Self-ins. Lic.#: Gc)Q • ��_ ���yr, " � Ge'�5►��--- Expiration Date:. S j� Job Site Address:///S �Ql a e s City/State/Zip: �U Attach a copy of the workers' compensation policy declaration Failure to secure coverage as re P g ( hog the Policy number and expiration date). g required under Section 25A of MGL c. 152 can lead to the i a fine up to$1,500.DO and/or one-year imprisonment; as well as civil penalties in the fo a and of criminal penalties of of up to$250.00 a day against the.violator. Be advised that a copy of this st a Investigations of the DIA for insurance coverage verification. statement may be forwarded to the Officeof a STOP WORK ORDER rm nd a'f I do hereby c under the pains and enaltie~s o fPe 7Jmy that the information provided above is true and correct Si tune: YDate: `® Phone Offtcial use only. Do not write in this area to be completed by city or town q�cial City or,Town: Issuin Anthori PermitUcense# g Authority(circle one): L Board of Health 2.wilding Department 3. CWTown Clerk 4.Electrical Inspector 5.Plumbin 6. Other , g Inspector ------------ Contact Person: Phone#: 1 i GRANITE STATE INSURANCE COMPANY 0024435-00 WC 009-94-1819 13102 i --------------------------------------------- 1 013-66-o811-to I CAPE COD CONSTRUCTION SERVICES INC CHARTIS Y 163 TERN LA �NTERVILLE, MA 02632-0000 A Chartis company . a I EXECUTIVE OFFICES: SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE - WC990610 Ne Water Street New York, NY 10038 EASTERN INSURANCE GROUP LLC WORKERS COMPENSATION AND EMPLOYERS 233 W CENTRAL ST LIABILITY POLICY INFORMATION PAGE NAT I CK, MA o 1.760-3133 INSURED IS PREVIOUS POLICY NUMBER CORPORATION RENEWAL oo9941819 OTHER WORKPLACES NOT SHOWN ABOVE: SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE - WC990610 ITEM 2 POLICY PERIOD 12:01 AM.standard time at the insured's I mailing address FROM o8/25/11 TO 08/25/12 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3.A. The Vits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ ;00.000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT WC2003o6A D. This policy includes these endorsements and schedules: SEE EXTENSION OF ITEM 3.13. OF THE.INFORMATION PAGE - WC990612 ITEM The premium for this policy will'be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Premium Basis Rate Per Estimated Classifications Code Number Total Remuneration $100 OF Re- - Premium ❑X Annual El 3 Year muneration Annual ❑3 Year SEE EXTENSION OF ITEM 4. OF THE INFORMATION PAGE - WC7754 . TAXES/ASSESSMENTS/SURCHARGES $172 EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $338 MA MINIMUM PREMIUM $500 MA TOTAL ESTIMATED ANNUAL PREMIUM $3,275 if indicated below, interim adjustments of premium shall be made: Semi-Annually Quarterly Monthly DEPOSIT PREMIUM r '08/11 ASSIGNED RISK 66 -C 1 ,.Se Date Issuing Office Authorized Representative WC 00 00 01A 39967 (Rev'd 04/08) f , { Town of Barnstable f - Regulatory Services t a+axsx�srs, Thomas F. Geiler,Director 639 Building Division Tom Perry,Building Commissioner, 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:.508-70.0-623 0 �Y u Prop e Owner Mst , Complete and Sigma This Section If Using A Builder �/^/. Cf��'N , as Owner of the subject property hereby authorize /2 to act on my behalf," in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibili of the e applicant. Pools .. are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QYORMS:OWNERPERNMIONPOOLS �SHE , Town of Barnstable Regulatory Services swaxsr.�s , « Thomas F.Geiler,Director Mass. 039. ��� Building Division prED INA't� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER name home phone# work phone# CURRENT MAILING ADDRESS: city/town state „. .,9, - � �' zip code `. The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license;provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the BuilLd'Official,that he/she shall be responsible for all such work performed under the buildingpermit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required,to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:for ms:homeexempt i 9Xe &mmowaleaa Office of Consumer Affairs and Ifusiness Regulation 10 Park Plaza - Suite 5170 Boston, Mass ac setts 02116 'i Home Improvement ., for Registration - Registration: 170471, T _ Type: Private Corporation z ((y Expiration: 1 0/2 712 0 1 3 Tr# 218524 CAPE COD CONSTRUCTION SE DAVID SAURO 163 TERN LANE W CENTERVILLE, MA 02632 Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card DPS-CAI,0 50M-"04-6101218' °� License or registration valid for individul use only IQX Office of Consumer Affairs&B siness Regulation g HOME IMPROVEMENT CONTRACTOR before the expiration.date. If found return to: i Office of Consumer Affairs and Business Regulation Registration: 4, '\- 471 TYPe Expiration: 2013 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 CA COD CONA- ACES, INC. DAVID SAURO 163 TERN LANE ' CENTERVILLE,MA� 6� �;a Undersecretary Not valid without signature '„Massachusetts- Department of Public SafetN Board of Buildinlg Re-illations and Standards Construction Supervisor License License: CS 72866 t I DAVID A SAURO a 163 TERN LANE CENTERVILLE, MA 02632 Expiration: 5/6/2013 (bmmissiunee Tr#: 14635 r . ' � �� �/Oryl7/I)7.0421A/CQAA�Z O�✓//GCIQ6¢GL[Ld�[6 i Office df.Consumer 1ff rrs k.-W stn0ss 12egulat!or• 1••i i HOMt IMP rWh3Q,TRACTOR Re ratioi 148 1 E piration-- 9/13/ 11 T 268191 Pd.; ©$ DAVID SAU CONS,�RU'GTI.'iU•N MA MENT - DAVIWSAURO'` x+ 163TERN LANE�� hi CENTERVILLE,MA 02632 / Und6rsecrefary I i I I 1 I I I i ill I i I I i' I i � Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 �toise Cascade 1 span No cantilevers 0/12 slope Tuesday, October 04, 2011 CALC®3.0 Design Report-US iild 517 File Name: B Jones_Henry_Oak Dr Description: RIDGE b Name: Garraghan Specifier: Joe Madera idress: 115 Oak Drive Designer: Barry Jones-Henry ty, State, Zip:W. Hyannisport, MA Company: Shepley Wood Products, Inc. istomer: Barry Jones-Henry Misc: ode reports: ESR-1040 0 12 1s-oo-o0 61,3-1/2" 0,3-1/2" DL 1,490 Ibs L 1,490 Ibs SL 2,760 Ibs L 2,760 Ibs Total Horizontal Product Length= 16-00-00 Live Dead Snow Wind Roof Live Trib. .0a SUtllnlary Ref. Start " End 100% 90% 115% 133% 125% 'a A)escri tion Load Type 11-06-00 Standard.Load., Unf.Area(psf) L 00-00-00 16-00-00 15 30 'ontrols Su,mma " -=Yalae: %Allowable Duration Case San Disclosure 0 0 1 -Internal Completeness and accuracy of input must 'os. Moment 16 041"ft-.Ibs 48.5/0 115% 3 _Left be verified by anyone who would rely on 0 3 1 =nd Shear 3 476 Ibs 32.5/0 115/o output as evidence of suitability for i (otal Load Defl. u428(0 436°) 42.10% 3 1 on building code-accepted desigion output n based _ive Load Defl. L/659 ,0.283 )":, 36.4/o 43.6% 3 1 properties and analysis methods. Nax Defl. 0:436 > _ Installation of BOISE engineered wood 13.3 n/a 1 products must be in accordance with Span/Depth �: current Installation Guide and applicable ' %Allow %Allow building codes.To obtain Installation Guide Supports Dim. L x W Value Su ort Member Material or ask questions,please call Bearing BO Post 3-im. x 3-1/2" aloej25 Ibs~ � n/a 46.3% Unspecified (800)232-0788 before installation. B1 Post 3-1/2" x 3-1/2" 4,250 Ibs n/a 46.3% Unspecified BC CALC®,BC FRAMER®,AJST"' ALLJOISTO,BC RIM BOARD TM'I BCI®, Cautions BOISE GLULAMTm SIMPLE FRAMING STEMFor„roof members with slope (1/4)/12 or less final design must ensure that ponding instability PLUS® ®ERSA-RIMOM�'VERSA-RIM will'not occur. VERSA-STRAND®,VERSA-STUD®are For.roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood s Products L.L.C. surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) f , Page 1 of 2 Y '' Double 1-3/4" x 14" VERSA 2.0 3100 SP Roof Beam1RB01 Boise Cascade 1 span No cantilevers 0/12 slope Tuesday, October 0XY 4, 2011 C CALC®3.0 Design Report-US P I � uild 517 File Name: B Jones_Henry_Oak Dr ob Name: Garraghan Description: RIDGE ,ddress: 115 Oak Drive Specifier: Joe Madera :ity, State, Zip:W. Hyannisport, MA Designer: Barry Jones-Henry :ustomer: Barry Jones-Henry Company: Shepley Wood Products, Inc. :ode reports: ESR-1040 Misc: Disclosure :onnection Dia rant Completeness and accuracy of input must b I a —� be verified by anyone who would rely on — output as evidence of suitability for particular application.Output here bas ed A • • on building code-accepted design e properties and analysis methods. f • L__• • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable � e building co des.To obtain Installation Guide or ask questions,please call t minimum = 2" c= 10" (800)232-0788 before installation. minimum=4" d= 12" BC CALC®,BC FRAMER®,AJSTM, e minimum= 1" ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAMT" SIMPLE FRAMING Nil TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. SYSTEM@,VERSA-LAM@,VERSA-RIM %II TrussLok screws may be installed from one side of multiply Versa-Lam beams. PLUS@,VERSA-RIM@), Member has no side loads. VERSA-STRANDO,VERSA-STUD®are .onnectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 se�ascade Triple 1-3/4" x I I4/8" VERSA-LAM® 2.0 3100 SP Floor BeamIF1304 CALC@ 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday, October 04, 2011 luild 517 File Name: B Jones Henry_Oak Dr ob Name: Garraghan Description: BASEMENT -CLEAR SPAN ,ddress: 115 Oak Drive Specifier: Joe Madera :ity, State, Zip:W. Hyannisport, MA Designer: Barry Jones-Henry :ustomer: Barry Jones-Henry Company: Shepley Wood Products, Inc. :ode reports: ESR-1040 Misc: v ON I 16-00-00 ; 0,3-1/2" B1,3-1/2" -3,520 Ibs LL 3,520 Ibs L 1,020 Ibs DL 1,020lbs Total Horizontal Product Length=16-00-00 Live Dead Snow Wind Roof Live Trib. oad Summary ag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Standard Load Unf. Area (psf) L 00-00-00 16-00-00 40 10 11-00-00 ontrols Summary Value %Allowable Duration Case Span Disclosure os. Moment 17,136 ft-Ibs 53.7% 100% 1 1 - Internal Completeness and accuracy of input must nd Shear 3,813 Ibs 32.2% 100% 1 1 -Left be verified by anyone who would rely on :)tal Load Defl. U367(0.508") 65.4% 1 1 output as evidence of suitability for o particular application.Output here based ve Load Defl. U473(0.394") 76.1/0 1 1 on building code-accepted design ax Defl. 0.508" 50.8% 1 1 properties and analysis methods. Dan/Depth 15.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable earin Supports building codes.To obtain Installation Guide g @ports Dim.(L x W) Value Support Member Material or ask questions,please call Post 3-1/2"x 3-1/2" 4,540 Ibs n/a 49.4% Unspecified (800)232-0788 before installation. 1 Post 3-1/2"x 3-1/2" 4,540 Ibs n/a 49.4% Unspecified BC CALC®,BC FRAMER®,AJSTM', autionS ALLJOIST@,BC RIM BOARD- BCI@, BOISE GLULAM- SIMPLE FRAMING ember is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM®,VERSA-RIM ember is not fully supported at post B1. A connector is required at this bearing. PLUS@,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Cascade Wood otes Products L.L.C. !sign meets Code minimum (U240)Total load deflection criteria. :sign meets Code minimum (U360) Live load deflection criteria. sign meets arbitrary(1") Maximum load deflection criteria. istener Manufacturer: TrussLok(tm) ge 1 of 2 Oise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1304 .0 CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, October 04, 2011 Build 517 File Name: B Jones_Henry_Oak Dr Job Name: Garraghan Description: BASEMENT -CLEAR SPAN Address: 115 Oak Drive Specifier: Joe Madera City State, Zip:W. Hyannisport, MA Designer: Barry Jones-Henry customer: Barry Jones-Henry Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure i —..I Completeness and accuracy of input must b d I be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design ` properties and analysis methods. • L-• • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e r building codes.To obtain Installation Guide or ask questions,please call. a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d = 12" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM' ALLJOISTO,SC RIM BOARD-,BCI®, 411 TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAM- SIMPLE FRAMING 411 TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRANDS,VERSA-STUD®are Connectors are: FMTSL005 trademarks of Boise Cascade Wood Products L.L.C. 'age 2 of 2 Sub Contractor W-9 and Certificate of Insurance I" Insured -Certificate&Insurance Expiration Date "Poiic number W9 `Employer ID# Ace Arborculture General Liability 4/19/2012 1265616 X 04-319-4513 Phone: Automobile Liability 10/1/2012 1OMMMM9021 025-48-7944 Fax: Workers Compensation 12/29/2011 WC 004-47-6237 All Cape Garage Door Co.,Inc General Liability 10/7/2012 MPK 3861 X Phone: 508-398-2757 Workers Compensation 6/1/2012 WCC500258601 Fax: 5OB-428-1184 Belanger,Steven General Liability 6/14/2012 CBP8685991 020-60-4983 Phone: 508-428-1389 Workers Compensation 2/4/2012 WC8746778 Fax: 508-420-3568 Automobile Liability 6/14/2012 BA8681992 Black Lab Alarm General Liability 9/21/2012 R0105542 Worker's Compensation 2/19/2012 26WEND470401 Automobile Liability 2/4/2012 91022576 _ Umbrella Liability 4/28/2012 1300003367 Brennick Building System LLC General Liability 2/25/2012 CB4E1820 Worker's Compensation 1/l/2012 701586301 Phone: 508-775-5111 Automobile Liability 4/1/2012 T39797 Fax: 508-896-7997 Umbrella Liability 10/5/2012 5,16592 Brian Bolton Workers Compensation 2/23/2012 UB-0171N847 Phone: 508-776-3466 General Liability 2/18/2012 NPP1265104 Fax: 508-362-4129 X Brothers Enterprises General Liability 4/11/2012 BHO 53349462 X 26-4538431 . Automobile Liability 3/5/2012 MCA 7015051 Worker's Compensation 5/2/2012 WCC 500824301 Buckmiller Roofing Workers Compensation 5/1/2012 7PJUB-743OA7 General Liability 5/15/2012 CP46859505 Builder Services Group,Inc.-Cape Cod Closets General Liability 6/30/2012 MWZY5552510 d/b/a:Quality Insulation&Bldg Prod Workers Compensation 6/30/2012 WLR C46135623 Automobile Liability 6/30/2012 MWTB 1839810 Cape Cod Concrete Cutting General Liability 1/2 812 01 2 ZAGLB9100500 Worker's Compensation 1/28/2012 ZAWC19150500 Automobile Liability 1/28/2012 ZAWC19190200 Cape Cod Custom Floors,Inc General Liability 12/13/2011 BOP8566651 Phone: 508-778-1965 Workers Compensation 5/25/2012 OBWECKL1007 Fax: 508-778-5575 Umbrella 12/13/2011 CUB569751 Colony Insulation - General Liability 8/18/2012 8500028928 Automobile Liability 8/18/2012 49692400002 Worker's Compensation 8/18/2012 TWC 3233572 Creswell Construction Co.,Inc General Liability 5/19/2012 CB 8E7050 Workers Compensation 4/19/2012 WC1-31S-342421-029 Demello Concrete Floor Co.,Inc General Liability 9/4/2012 CBP8734652 Automobile 10/21/2011 BA8542853 Workers Compensation 3/11/2012 WC8748398 EW Drew Inc General Liability 8/28/2012 16606135M38A Workers Compensation 8/2 812 01 2 UB3096LO5809 Automobile Liability 8/28/2012 BA0286C72709SEL - Fuller Electric Company,Inc. General Liability 9/22/2012 MP080356 04-228-2361 Phone: 508-775-0030 Worker's Compensation 9/22/2012 WC080356 X Fax: 508-775-6977 Automobile Liability 9/22/2012 M9080356 Gardner Concrete Forms Inc. General Liability 4/4/2012 1680346CC154 X 861141815 - Phone: 508-759-5630 Automobile Liability 4/4/2012 06343132-2 Fax: 508-759-5091 Worker's Compensation 5/1/2012 TWC3238811 ,- Gregoire,Francis General Liability 4/1/2012 BLW 52484287 X 043458812 DBA: F G Masonry Workers Compensation 4/l/2012 XWO 52484287 Hickey Construction Company,Inc. Workers Compensation 1/13/2012 TWC3231453 X 042913741 Phone: 508-771-4128 General Liability 4/9/2012 168015958907 Automobile Liability 4/9/2012 1 BA1944805A Kevin McBride Plumbing&Heating Inc x 20477.1754 Phone: 508-7784556 General Liability 12/18/2011 R0644392A Fax: 508-778-2549 Worker's Compensation 11/19/2011 76 WEG FX7947 L&M Glass General Liability - 5/1/2012 CCP9721358 Automobile Liability 5/1/2012 BA9721858 Workers Compensation 5/1/2012 WC8658525 LaFleur LLC - Automobile Liability 7/1/2012 BAP 8613796 X 013466674 General Liability 7/1/2012 CLP7924573 Workers Compensation 7/9/2012 WC7924574 - Lambros,George - -.General Liability 1/10/2012 CB834784 j i Mass Fire Protection Systems -General Liability 5/30/2012 72LPS012683 Automobile 5/30/2012 BA8676922 Workers Compensation - 5/30/2012 WCC500591701 d Miguel Tatara Nato General Liability 3/14/2012 BP00008250 X 017-90-0816 Phone: 508-360-8365 Worker's Compensation 5/8/2012 UB-4221P798 Northern Sealcoating&Paving Inc. General Liability 10/l/2012 CLA019849413 X 042742821 Phone: 508-398-9474 Automobile Liability 10/1/2012 MAA019849512 Fax: 508-394-0955 Workers Compensation 4/1/2012 NOWC 109484 Paul J.Cazeault&Sons Roofing Inc. General Liability 4/30/2012 FMMA 0027012 Phone: 508-428-1177 Worker's Compensation 8/10/2012 WC003603096 Fax: 508-420-4555 Robert B.Our Company General Liability 12/1/2011 CPA130142819 Automobile Liability 12/1/2011 MMA130144019 Worker's Compensation 1/1/2012 WCA031676711 Rusty's Inc General Liability 2/5/2012 8500041993 Phone: 508-775-1303 Workers Compensation 1/15/2012 9114470110 Fax: 508-771-9310 Automobile Liability 2/5/2012 8672400003 Steven Cappellucci General Liability 11/30/2011 CLP7944623 Automobile Liability 10/28/2011 BAP8458349 Workers Compensation 12/8/2011 WC8624990 Confidential 10/19/2011 Page 1 e `4 fl -- --- - lot , _ a .-�-.-••emu..-.:-_. a :: -:.._ .::: _ -�� .• ,_, a .— (r R d DAMSTR � m 0 g �, . l__:I'S 0,AVN DIIVE , v\/0-i-`Al-NI- 1.161A, Li • _ SCALE:j(•: �t�rr�ffjr� APPROVED BY: DRAWN BY ''C1�� DATE: t e8i n . HydnnKMA DRAWING NUMBER -HENRY BEIRRYJONES DESIGNER F f cc + x 17 ,Vt� _ •V�i Atli �I� - .. �{{ tLo rq c %ua C�, z 0 A to lot zj I b-R 1 n 5 .v� 9• _. 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'� �'J���Y�aE^ �..y � "ems `1� Nu S a3© � c _P�.,��, 1 �'� RAC 1.1S OA.N DPI VS , \/V.,G4Y,4f-4N.( . 7 s 1 rr APPROVED BY: DRAWN BY ,*T,�( SCALE:/ DATE: de'81 n Hyannis MA DRAWING NUMBER 9 BARRYJONES-HENRY _ DESIGNER P xfy2inr.� r3cz�r�a. �x )7 Y_wooD 5 E-A7-LLRG ,t - ice / fynTEiz SI�tCf.�oN At_L RoO� cttcrT�bTID I Z i � R-� P / ._ _ r „ s � i J u "J cv;a a 3ac$•.'ftEt+ot:ra, � - ---B9�TE-RS X s FPo_M�.N ,. GU fi i 1-��C.�t�E-1 D� � Z-ZX(o edDFr2_} "p..�rc�i ! 12X(�tWe•• 4 t -- _ So VT=vFr1L � s fisTrX �Tn�?,i:-1NdR_pm s]� A LL�NP-H D1i2-s (a _ifs t i i v�_pLy WQOD_ I MCI 2�9 STVG9-G�.I(n�L izo jzp Rz 2b ;zo i 3 g0Pool- S N Clf - Irtw 15 r-LU5 H Ta 2-X8 c'�6ts C>I/o`'O.G FkbklwC-CzseaElJD -•_ - _ 2x!J'a!sT� CL-xShrYv� - 04 0-1 VEzzsG-L dl1 — d S�Mrct�T WITIn�4�5-VKf=Dtf S }`r t�S3Z"i�oPP��a�nJCS -- 22'�3� ..--- -- — -- —— -- I I V — — — - ----. --_ <=I STt U' d1 • =k J 6. 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T AJ lt ,� _ E� - � ,\ }j--=�'� ��t �,—•�-a�----->�r t } f' � /'`f� . • ZI t as • _ —F5 C��T.rJ u- '✓ td -1 _,..__.__._._. �E` _' e;—"'t" �f t CD It i E jC � <` i ;,�' !� � 4� < � � � •�"� �, I r� tS�:flL�'craet,�9.�'t"�_1 i w t € TI D f2,.11_} Frr. 17_ _LriL _� 5 3 f f� a` 't ! f, s k-r Q,Al t-t New`=fi r I � *JilJ �` f r __�1.5_a�.�.��.��"� > -w:T¢+�.��.►��'�'�.�_!�-Mai... tf SCALE:�,{t1�,,I t._ Kr APPROVED BY: DRAWN BY :Tr,_,j�,,� i I DATE: (�^✓Q^�tl } ju de8 ign Hyannis,Mp DRAWING NUMBER BARRYJONES=HENRY DESIGNER l g 1 i i' s 4 i . {{ t Np h C Cf At rr APPROVED BY: SCALE:j (216 'DRAW N BV !�•-fj DATE: ^�4 Hyannis,MA DRAWING NUMBER BARRYJONES—HENRY DESIGNER PHINNEYS _ LANE 2 FINISHED GRADE CON8TRUCTION NOTES, 36"MAX.-9"MIN. / \ COMPACTED FILL 0`9 2 R FILTER PEA STONE ASHED WITH TITLE V OF THEI. ALL SYSTEM �STATE SANNENTS ITARY CODE DATED BE INSTALLED I APRICL 2RDANCE 0 FABRIC DIST. LINE IN 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY wa: 3/4' TO 1 1/2 " 4 "' CULTEC 330 `* � LOCAL RULES do REGULATIONS APPLICABLE. EuzABM RC*D 50.18' DOUBLE 2' EFFECTIVE DEPTH �( in DRIVEWAY WASHED STONE ;a 2. INSPECT BOTH TEES ON EXISTING SEPTIC TANK, REPAIR/REPLACE STREET O EASEMENT AS NEEDED. INSTALL GAS BAFFLE ON OUTLET TEE. cocas o o 4 4P 4 28 3. INSPECT EXISTING DISTRIBUTION BOX AND REPLACE IF NEEDED. •t � ` g -� x-J 9.5 36' 4. EXISTING LEACH CHAMBERS TO BE ABANDONED IN PLACE. 50.18� 91 � PLAN VIEW HARBOR LLE 0R1 5. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY ►+� 194.99' PLASTIC LEACHING CHAMBER DETAIL THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED LOCUS MAP SCALE 1 "= 2000' \ 1 CULTEC 330XL OR EQUAL (H-20) WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. �1 No SCALE LEACKNO AREA REQUIREMENTS N/F \ 6. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, THOMAS �� \ \\ NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR e 1 f)2 1\ 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD CHSHp�.� TR _ INSPECTION. 66 ASSESSORS MAP 266 PARCEL 6-1 PARCEL 009 ° \ \ �� _-_ _��-- NO GARBAGE GRINDER 7, ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHEDULE ELEVATION DATUM: NGVD RM 15 PERC RATE _ <5 MIN./INCH (CLASS 1) 40 PVC. UNLESS OTHERWISE NOTED HEREIN. FLOODZONE: C, B, A 10 ELEV 11 � 1(( )) LIAR = 0.74 GPD S.F. 8. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE 'C BARNSTABLE PANEL #250001 0008 D JULY 2, 1992 ', \ ��.,, � MIN. LEACHING AREA OF SAS, REQUIRED: HORIZON , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE y1 a.5 F LOT 2 ___ 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR ZONING DISTRICT. RB N �I � Area 85-,804-sq.ft PROPOSED SYSTEM: 15.255 TO THE TOP ELEVATION OF THE SAS. 1.97 ET Acres 9. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN I � � 19.3 � TO WETLAND LINE 4 N CULTEC RECHARGER 330XL CHAMBERS SETBACKS: FRONT 20 _ -2°� ' LESS THAN 3' of COVER. .N' r- ,� {�� WITH 4 OF STONE ON ALL SIDES (2 EFFECTIVE DEPTH) SIDE 10 o I ,/ 10. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE REAR 20 WILIAMVVINSLOE '' i1 q. ,' ---- SIDEWALL AREA: (36' + 12')2 x 2' DEPTH = 192 SF GRINDER DISPOSALS. PARCEL E2� >o L „ti / / BOTTOM AREA: 06' x 12) 432 SF TOTAL EFFECTIVE LEACHING AREA = 624 SF 11. CAU71ON; THE CONTRACTOR SHALL CONTACT DIG SAFE (AT \ _ / 20.8 ., 1 888 DIG SAFE) AND UTILITY COMPANIES TO LOCATE ALL m {� / / / w EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF SEPTIC TANK SIZING: 440 GPD x 200% = 880 GAL N EXISTING 15D0 GALLON LOCATION,NRUC BOTH HORIZONTALLY CONTRACTOR SHALL VER DETERMINE THE EXACT LLY, OF ALL EXISTING TWIN CEDARSO a 1 \ J SP KEH SEET N N SEPTIC TANK IS ADEQUATE UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF ELEV. - 22.53' I EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE LITI TTM POLE ! ! h PROPOSED NGVD I NOTE REUSE EXISTING SEPTIC TANK AND DISTRIBUTION BOX WAY ONLY. MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND _ ! ! \ \ UTNJTY HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS ° ! ' \ i REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY /DRM �or� SERVICE .i�0.0 Tp #2 TP4 I, , ���' RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE �'� _ V19 o ,�" i OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE GAS SERVICE IN � '!� � #1 � ate, INFORMATIUTILITIES ON EXACTLY. CONTRACTOR SHALL MNOTiFY DIFFERS ENGINEER PLAN \ I I EXISTING 15W TP #3 SEWER INVERT INTO SEPTIC TANK 17.7 \ i�F IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, I ,'"-_-- - SEPTIC TANK Tn SEWER MNERT OUT OF SEP71C TANK 17.4 �F ! LEACH `~'-"--� {' LOT 1 SEWER INVERT INTO DISTRIBUTION BOX 17.3 VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, \ 11 YEw `' `. AREA 90.00' c�' TELEPHONE &PROPOSED INVERTS DATA/COMM ERMTHEND RELOCATE IF ENGI ENGINEERS DIRECTION. THE WITH BENCHMARK SEWER INVERT OUT OF DISTRIBUTION BOX 17.1 \ ' \ \ ; �.....�... ,L CONCRETE BOUND SEWER INVERT INTO SAS 16.9 CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS Rock. ! ELEV. - 21.50 \ RE L �� I LIANT OF - 7 / NGVD BOTTOM A 14.9 REQUIRED. 1 �'� !/ WORT( / ,a , NO GROUNDWATER OBSERVED TO ELEVATION 3.8t 12. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE �` 1 i , con, wa K -� , VIEW �� SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE �, 1 ---"'� !! N APPROPRIATE UTILITY' COMPANY. °, � i EASEMENT // ! HAMILTON S LORRAINE E T OF WORK 0 LY s 1\ DOSTING 11 TR E I,-_ ! /', MAP WALL PROPOSED / PARCEL 6-1 CONSERVATION NOTES: PAVED ADDITIONAL !' , INN - 1 F. NILL DA-11078 , _ 1 23.9 T.O.F. ` 22.8' / SOT. LOGS DATE 9/TM DAVIS \ 7 I I i \ BSMT FLOOR 15.9' �G� ' ' • / / / / Expires on: 9/23/2014 i �1. , / / ! _ ,\2"" P-13414 , 6,\ \ 1i , 22.o .3 . .. L 9 _• ��, �, !/ - SOIL EVALUATOR: BARNSTABLE BOARD OF HEALTH AGENT. O I �� ROCK STONE PATIO 22.3 5 / ! �' STEi/E WILSON, P.E.PROPOSED WORK: ` - WALLS rn DONALD DESMARAIS R.S. 1 �� 22.Q- �22J, �� �- ! ! ! �,o- 1 =, \ \ - ! ! ! TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 1. EXISTING FLAGSTONE PATIO TO BE REMOVED. 20, x 22' JOHN P D �� '� 14.4, `� �o __ o� _ _- '' �' J! ' ,'/-j - G.S.E. = 19.9t w G.S.E. = 20.1f G.S.E. 20.8f G.S.E. = 20,Ot ADDITION TO HOUSE TO BE CONSTRUCTED WITH 8 DEEP PORCH. BERRY' I�� 1 N \ / ,- _ .• _4 PARCEL 6 \ 11 I \ \� 2' �DCK hA! L / 2. 24 x 16 PATIO TO BE CONSTRUCTED. 1g_g - - �, / _", A; 10YR 3/2 , LOAMY SAND A; IOW 4/4 , LOAMY SANG A; I 3/2 LOAMY SAND Ap; 10YR 3/3 ; L04MY SAND \ i1 Si 3-3665. --- 11 3. EXISTING YEWS TO BE CUT DOWN. I { 1 IN \ "- - cP'- 11/'11 "f" FLO01:r ZONE- w I I I . .}I ,- ,' A-10 EL 11.0 NGVD 4. NATURAL GAS SERVICE TO BE EXTENDED FROM OCEAN DRIVE ! / il` l ' ' TO HOUSE. \ /' / I i' , \� I I otE N zr✓ ,' J �'' !'' �'�� B ; 10YR 3/6 ; LOAMY SAND B ; 105YR 3/2 ; LOAMY SAND B ; 10YR 3/6 ; LOAMY SAND B ; 10YR 4/3 ; LOA�I1' SAND �� \� / - ,' ! ��� -H I 16' 14` 14` 23` 5. UTILITIES TO BE PUT UNDERGROUND. \ \1 /I \ ,' / ! ! __ -/ 11313 �� �' 14"9 // // AK H SDK ,! �! " C1; 10YR 6/4 ; MED. SAND C : 1 OYR 5/6 ; STRATIFIED C ; IOYR 5/6 ; MED. SAND C ; 10YR 6/4 ; STRATIFIED \\\ . _J//' // ' 21 38�NGVD 48` �� SAND dt FINE GRAVEL 132` TRACES Off' GRAVEL 13Y MEDIUM SAND O`' C2; 10YR 7/2 : MED. SAND C2; 10YR 6/3 ; MED. SAND 00jRwE LAWN �of EDGE �� �' �'---- 132' NO WATER.OBSERVED 132` NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED SIZE LOCATION TREE / 13 0� -' �G�P� 115 Ocean Drive t1 12.4 / \ G I CEtl"TNAT N APRIL 1995;, I HAVE P1 M TIE SOL EVIY.UATOR DAIM ION APPROVED BY TIE DEPARTiENT OF EMIMrOMENTAL _ O ,N PROTECTION AM THAT THE ABOVE ANALYSIS W PERF %C BY ME OONSISW IMIH TW RIMIR D TIMM, EXPERTM AND D(Paw [ ` West Hyannisp0rt, Massachusetts `\ 0 \ ----_ _ -' ,' - DESCRNED N 310 CMR 15.017. f \\\ PREPARED FOR (OX 2622) pA7F /O-S-2-07 PREVIOUS WORK DONE ON SITE UNDER SE 3-3665: \`N\ (Cl -- �� -',, /,'/, NancyL. Garra han 1. RECONSTRUCTION OF STONE PATIO �` 2. REMOVAL OF 90' OF PAVED DRIVEWAY TITLE IN TYPICAL SYSTEM PROFILE SEPTIC SYSTEM UPGRADE PLAN NOT TO SCALE BAXTER NYE ENGINEERING & SURVE \, cow COVEIIS rw Ta Ir R" G rex;Fm+rAw ION YTN G NOTES i j SET COVER TO r ART' FNW GRADE TOPOGRAPHY, EXISTING SITE DETAIL AND PROPERTY LINE { RISER a OOVETt SHALL BE TrIY1TERTIGFTT INFORMATION TAKEN FROM A PLAN BY DOWN CAPE Registered Professional Engineers and Land Surveyors r�i - - FINISHED = F � - 21.ft 78 North Street-3rd Floor Hyannis,Massachusetts 02601 ENGINEERING, INC., 939 MAIN STREET YARMOUTH, MA DATED � {J TANK 22.Ot � ' y ' s NOVEMBER 18, 1996 AND REVISED THROUGH OCTOBER 18, 1999. �� 9' (min) Cover IN UPDATED BY BAXTER NYE ENGINEERING do SURVEYING ON 36" (max) Cover 9' min Cover F9ED TW OVER LEACIW IRE1 W • 21.OfGRADE lT) Phone- (508) 771-7502 Fax - (508) 771-7622 �rtH 0�M DECEMBER 15, 2010. gss4 COASTAL BANK DELINEATION AND LIMIT OF BORDERING ' 3` 36� (max) Cover 9' (min) Cover EPNEN �G CI- � ' I - VEGETATED WETLANDS WAS TAKEN FROM THE DOWN CAPE 4• SCH 40 PVC FIRST 2' (10 BE ) rn 36• (max) Cover N �; ENGINEERING PLAN AND FROM DEP FILE NUMBER SE 3-3201. MIN. s 2-Layer 1/8'to1/2' INV IN = 17.7 ` MIN. NV OUT-17.4 2• 4 9CH. 40 PVC Peaatone 30 0 30 60 o No 30216 LOCATION OF SEPTIC SYSTEM FROM INSPECTION REPORT BY BORTOLOTTI PVC TEE (SEE TABLE) StIMP CONSTRUCTION. INC. 12/17/95. GAS BAFFLE WIN - 17.3-/ INV . OUT=17.1 SCALE IN FEET Ss�oNAL rr .. 4 PVC APPROXIMATE LOCATION OF WATER SERVICE TAKEN FROM TIE-CARD (05106), o N/F _ HYANNIS WATER SYSTEM TOWN OF BA ISTABLE MN INN = 16.9 16 S' Zol/ MAP 266 Q' CRIRSfED, ,r , -;_: ..; , sroNE BASF SCALE.1" = 30 DATE. 1%5/2011 PARCEL. 002 -`�" N a IIEW DIST�UI M BOX OF I�E�D1 BOTTOM OF FIELD = 14.9 5' MIN REV. DATE: REMARKS Cy 0 E=TNG t5W GALLON SEPTIC TANG No croundMrataF oessrved o Elev. 3.8t rn 0 v I i S P UQW DEPTH N SEPTIC TANK DEPTH OF OUILET TEE AF1in FLOW LtE DRAWNG MAW 4 FEET 14 NM - 5 FEET 12 NCHES 24N 0: 2009 2009-058 CIVIL PLOT 2009-058RDA-2 n 7 FEET n NCHES 8 FEET 34 NciEs 2009-058:02 J V T V