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HomeMy WebLinkAbout0090 LADD ROAD q6 -4 t>Z:) - rv� �9D TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION /S.a?,q; Map Parcel Application # 2D Jl/0( ") Health Division Date Issued ' �l Conservation Division Application Fee Planning Dept. Permif Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis, Project Street Address Village �� e ►�t l�� Owner 2,X t� - { 1 vY Address C?p Telephone ;2,L f r� Permit Request �` v. �_ uan15t AIA O z C Square feet: 1 st floor: existing oZ proposed �2nd floor: existing i"z1 1> propose To new Zoning District Flood Plain Groundwater Overlay N � Project Valuation Construction Type LA) -cob y o m w Lot Size Grandfathered: ❑Yes ❑ No If yes, aftachrrs-upporting documentation. Dwelling Type: Single Family 2/ Two Family ❑ Multi-Family (# units) Age of Existing Structure '✓ Historic House: ❑Yes QKo On Old King's Highway: ❑Yes a-40 Basement Type: 04II ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) I z-lv Number of Baths: Full: existing new Half: existing '- new Number of Bedrooms: L4 existing .—new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas m'Oil ❑ Electric ❑ Other Central Air: ❑'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ZAO Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage; Lk/existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ii4v ao S- � b� - Telephone Number Address License# Home Improvement Contractor# Email +e_eJ?ee- �Akcz-Vk. W V'AD • C0 k Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L (tee' SIGNATURE - DATE 4/ S— Jj li l i FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ' ADDRESS VILLAGE r - 'i OWNER � F - I DATE OF INSPECTION: :j FOUNDATION N ti FRAME &K } INS ULATIOI�1�'1�1(�1ra re/h j - 7 FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL-BUILDING 2-1 !L t h s 1 DATE CLOSED OUT ASSOCIATION PLAN NO. Generate! by REScheck-Web Software Compliance Certificate Project Energy Code: 2015 IECC Location: Centerville (Barnstable), ' Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1 Compliance: 22.2%Better Than Code Maximum UA: 72 Your UA: 56 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies t Ceiling: Flat or Scissor Truss 450 d 0.0 49.0 0.020 9 Wall: Wood Frame 16in.o.c. 408 0:0 22.0 0.038 12 Window:Vinyl Frame, 2 Pane w/Low-E 80 0.270 22 Door: Glass 24 0.270 6 Floor:All-Wood joist/Truss Over Uncond.Space 250 0.0 30.0 0.029 7 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory req Irements list in the REScheck Inspection Checklist. �_Z�v Name-Title Signature Da e Project Title: Report date: 01/05/16 Data filename: Page 1 of 9 t t Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-057540 Construction Supervisor 1 & 2 Family DAVID J GADY. " 217 A TIMBER LN. .y A ; I MARSTONS MILLS MA 02648, F u CA Expiration: i ' Commissioner 12/28/2017 ! . tea, C��ie-�oa��mdre�aeri�a��iOLa�Jac�u� � � i -\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only s a HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �x Registration:,x`114561 Type: I Office of Consumer Affairs and Business Regulation :.> Expiration A.0/41201:7 DBA 10 Park Plaza-Suite 5170 + ' DAVID GADY CARPENTR Boston,MA 02116ow ff David Gadys �T ,•,r * - 217A Timber Ln Marstons Mills,MA 02648 Undersecretary Not valid witho signature � Tire Commornivealth of Massachusetts Departrnenrt of l'ndrist.?ial Accidents. Office of-Investigations '3 600 Washington Street .Easton,CIA 02111 wtvi.masmgavIdia Workers' Compensation Insurance Affidavit BuildersrContractors!'Electricians/Plumbers Applicant Information Please Print LeoibIy Name(Business orgmization/lndndnal): v ot+• �fi��i Address: City/StatelZip_ 1� ���S b �' Phone 4- 0— (00q'6 Are you an employer?Check the appropriate box.: Type of project(required): 1.El am a employer with 4. ❑I am a general contractor and I �,�layees(full and/or part-time). * have hired the sub-contractors ❑New construction. 2.[9 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling slip and have no employees. These sub-contractors have g_ ❑Demolition working for the in any capacity. employees and have workers' [No workers'comp_insurance comp.insurance.t 9. ❑Building addition. repaired_] 5. ❑ We are a corporation and its 10=❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised then I L❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roofrepairs insurance required.]I ''' c.152,§1(4),and we have no employees.[No workers' 13_❑Other camp.insurance required.] •clay applicant:that checks box#1 mast also fill out the section below sbasring their vmzkets'compensation policy information_ I Homeowner who submit this affidatdt indicating they are doing Owed and then hire outside contractors must submit anew affidavit indicating such- :Contractors that chest this box must attached sa additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must pnn ide their workers'comp.policy number. I atn au errtpLctper that is prot'dding morkers'compensation irrsrirarrce for rrry enrplof-ees BeIoav is the policy and job site informafom Insurance Company Name: Policy 44 or Self-ins..Lic.#: Expiration Date: r Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to seem coverage as required under Section 25A of MGL c 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisournent,as well as civil penalties in the form of a STOP WORK ORDER and.a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for i surance coverage verification. I do hereby certi_ under the aced penalties ofpegWy that the information pm ded abm a is true and correct Sitmature- Date: l f Phone : Qfo. W s Official use only. Do not write in Phis area,to be completed by city or town o ftczat t City or Town- PermitfLicense# Issuing Authority(trirrle one): 1.Board of Health 2.Building Department 3.Cit}lTown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts Geheral Laws,chapter 152 requires all employers to provide workers'compensation for their employees. pnrstan to this sty,an m playee is defined as-"_every person in the service of another under any contract of hire, express or mnplied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do mainteuance,construction or repair work on such dwelling house or on the groumds or building appurtenant!hereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings is the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insnra.nce.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor Ly of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the incirranc6. requirements of this chapter have been presented to the contracting au lhoz ty_" Applicants PIease fill out the workers'compensation affidavit completely,by checI®g the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s) of in.cr'rrance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit maybe submitted to the Drpal-Iment of Industrial Accidents for confirmation of inarrra .ce coverage. Also be sure to sign and date+he affidavit. The affidavit should be retuned to the city or town that the application fur the permit or license is being requested,not the Department of Lodu stuial Accidents. Should you have any questions regarding the law or ifyou ate required to obtain a workers' compensation policy,please call the Department at the number listed below Self-insured companies should enter their self-in m-amce license number on the appropriate lime. City or Town Officials t . Please be sore that the affidavit is complete and pirated legibly. The Deparlmenthas provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple pernaWliceuse applications m any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)_"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as 'proof that a valid affidavit is on file for foinre permits or licenses_ A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permitnot related to any business or commercial ventrse (ie. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would at,to ihnark you is advance for your cooperation and should you have any questions, please do not hesitate to give us a call- The Department's address,telephone and fax nummber. The CammcmWt alth of Massachusetts Departnmt Gf Liclu&tdal Accidents Offitce of jvegtigatimm 604 Washivou Stet Bastes MA G2'1 I I Tf,-I.4 617'27-49.QO Est 4€6 or 14 MASSAFE Fax#617- 27-7749 Revised,424-07 `.mass_govfdia Town of Barnstable o� Regulatory Services a E ms" Richard V.Scab,Director, r ' Building Division Tom Perry,$ufldin;Commissioner 200 Main Street,Hymnis,MA 02601 - . wwPv towibarnstable-ma.us r Office: 508-862-4038 " *' Fax: 508-790-6230. Prope�Owner Must Complete and Sign This Section if Using A Builder a r, C- ,as Owner of the subject property herebyaurhoT�7P to act on my-behal€, in all matters relative-to work authorized bytbis building permit application for. Jo e- (Address of Job ` -'Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled ort .ed before fence is installed and all final inspections_are performed and accepted. Signature of Owner Signature of 4plk= `. Priat Name Print Name x e SO Date QFORMS:O WIMPMSS1oNPooLS Town of Barnstable Regulatory Service of rory� Richard V.Scafi,Director RudIding Division t n&VZ&-rAM= Tom Perry,Building Commissioner 200 Main.St=t Hyannis,MA 02601 wu town.barnstable ma US Office: 508-862-4038 Fax 508-790-6230 . 1 HOMEOWNER LICENSE EXEIY=ON Pleaso Print DATE: JOB LOCAn0R aumbQ St=t VM29M FNOIvF-OWlEER7: norms - bomcphonc# w013cphonc# CURRENT MAILING ADDRESS: —— - ----• - city/tnFvn s� aP codc The current exemption for"homeowners"was extended to include owner-occupied dweliin.ss 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 OBHOh1EOWNM P erson(s)who owns a.parcel of land on which helshe 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 notbe considered ahomeowner. Such`homeowner"shall submitto the Building Official on a form acceptable to the Bmlding Official,dot heAhe shall be responsible for all such.work performed under the building permit (Section 109.1.1) ' The undersigned`homeowner"assumes responsibility for compliance withth$State Building Code and other applicable codes, bylaws,rules and regulations. - The undersigned`homeowner"certifies that he/she u a&rstands the Town ofBamstable Building Department m hi a=mspwdon procedures and requirements andihat helshe will comply with said procedures and requirements. Signal of Homcowncr Approval ofBnOd'nigOt§cial Note. Three-family dwellings conforming 35,000 cubic feet or larger will be rec n e l to comply with the State Bolding Code Section 127.0 Construction ContcoL 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 109.11-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 2.1S) This lack of awareness often results in serious problems,particularly when the homeowner hires un&censed 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 Iist page of this issue is a form.currently used by several towns. You may care t amend and adopt such a form/cerfifiration for use in your community,. Q:1FIPFILES\FORMS1bm7dmg Permit fa�s1FXPRFSS.doc Revised 061313 D. Gady Carpentry 508-280-6040 st Barnstable Building Dept. Attn: Jeff Lauzon : } In order to finalize building permit for 90 Ladd Rd, Centerville, was instructed to confer with surveyor concerning flood elevation. Ron Cadillac confirmed the flood level as 12' for that property. ' The site plan shows corner concrete stoop to be 6.14'. 1 then replaced 9' of new sheetrock with cement board'up to`6' level, bringing that wall to 12.14'. -(see pictures) also had Blaze. Lok applied to exposed spray foam insulation in exposed basement. (see pictures) Thank You r ' 2 x f y mew Loa( -ra (rue f� i y v i I Lott i►,9�'� barrift Afpt%CA cr� l� I 0. i+a"ikF"�NdfiNPo"a11'k5E�19:'z�??aa'fl .. 1TTdt.'P�:t�•V'�9i�v>�RkRx^4Cu`d'h�'�d'k�g4 �� � i. .bA3x�H'::�q�F.S +e�i4tiF=VRAazWk�S.f�Y'�'.��' ¢4�•`, .":':�<, {; d Company Name Cape Cod I latian Phone Number- 508-775-1214 installation Date - 6 01 ti u Applicator name Jobsite Address 96 L dd f'd. Mat: . A Side Lot #'s B-Side Lot Permit Number #'s f " k p n 1K f W;Ary IW. - • � ' 1. •u, �i 1t�lails Attic y Blaze L 17 Mils Wet . ok Th�rm�l Barrior Crawlspa�e Vualis Ceiling , - ' ILE 'COM EM C 1 H .E AT L.O Ke Do a - s aw Jr r{ Company Name Cape Cod Insulation . Phone Number 508-775-1214 Applicator Name S �. `mil Installation Date Jobsite Address .90 Ladd Rd. Centerville, Ma. A-Side Lot #'s EAjCo(DO Permit Number B-Side Lot #'s �� 2 l�� j� 0 0 oC� o � o � U- • o 0 0 - �o (j�i Walls 3" R-21 . 500 Attic/ Roof Lines 7" R-49 700 Garage Ceiling 4 1/2" R-30 500 I 4 � � css r— 1; mow, c•- www.Demilec.com O° ® I LE C 9 Architectural Design Solutions Mashpee, MA 02649 Dave Gady Dear Dave, You had requested some information regarding the Hardy residence at 90 Ladd Road in Centerville, MA.l have listed the information below. Please let me know if you need anything else. Lot square footage 23,000 House livable gross square footage 2,727. Building footprint 2,255 Building height 28' - 3" Note that lot square footage is based on the septic plan provided by Ron Cadillac. Sincerely, Andrew Hall I RONALD JT. CA.DILLAC, PLS, RS,'P.C: Professional Land Surveyor& Registered Sanitarian P.O. Box 258, West Yarmouth;_MA 0267' {508) 775-9700 MEMO To: Barnstable Building Commissioner Re' . Hardy Property—lot 9, 90 Ladd Road, Centerville,MA Assessors;.Map 206, parcel 058 Date: 2/O1/201.6 Certified : ❑ No.".l. of 1. I ak Enclosed: Message: #, We did a septic upgrade plan for the Llardy's, dated May 5,2005-.revised.to 6/14/05. Bradford`Hall marked the edge of wetlands(aka upland)for this plan. The contiguous upland area measured at this time was 21,640 s.f. - ,N OF Mgssq� or o� f2�NAL[? s� o ,tAt�+IES . CAbiL.;AG in #35779 O ���Ronald J. Cadillac.pls, rsr- i r4 � `. - �` � ..:�. .r � , # � A + �i� '�� .. � �� 4 `� ►' i � •° ' r � � t : . . , : . . � � 1 , r rN �� II k � i lob I18d1SNHV'a --JO NMOl 9loz 9 z Nbf -Ld3a Maine 1 7 318d1SNHVB 30 NM01 91OZ 9� Of ld3a SNicnim, I '►� �� ��IIIlillllll IIIII�I�II�, ; °1� '�, � ; . D(MYOIATIVE RAILING - MAHO6.DEGKIN6 ON 2X SLEEPERS ®I6" O.G. I i I!Il 11 11 it!I II I!II II � III II II II II!I 11111111 II II II!I!I Il 11 11 11 it 11 11 11 11 II II!!II II iI II II IiII II II II II it it it ! II II II II!;11111 iI II III I I IIk Jl,jj l! I,I,LI!I I ! I I l l l l l i n I I I ill I I rf11I IW7 1 ! Il 11 11 11 li I!it li !II it II Ii it 1l ll ll i1 II II Il it ' LJ i..J 1_L..I LJ LJ L�`[��. Ll I�1...J LJ LJ LJ!.J 1-1 LJ L.J LJ L. 2XIO JET-BLOCKING s TO ALIGHN W/EXISTING ------------------ FASCIA. 1/2" GYP. SO. ON IX3 STARPPING S-F-kz jky AVA- W.G. SHINGLES + ^ ON 1/2" COX iv PLYWOOD 3:J 5/4" COX PLYWOOD ~ ON 2XI0'S® I6" O.G. -------- of t, �- 6X6 P.T POST DECK LOCATION IN THE FORE- GROUND EXISTING MASONRY FOUNDATION WALL 5 E G T 1 0 N �,►tE Town ofBarnstable *Permit# X -r.5C) Espiru 6 months from issue date Regulatory Services Fee ,KAM Thomas F.Geiler,Director Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601w 5 Office: 508-862-4038 �� ��`�� . I � y Fax: 508-790-6230 FEB 15 2001 EXPRESS PERMIT APPLICATION Not Valid without Red X-PressImprint TOWN OF BARNSTABLE Map/parcel Number ZZ o 6o SS Property Address /U L� ( T�►�/f/ /%'/ ].Residential OR E]Commercial Value of Work Owner's Name&Address /`1 J U Ls�,Or7 lL� ��✓l v�l�-e /��9 Contractor's Name 1 �e r�7.j C t�QqG� Telephone Number Home Improvement Contractor License#(if applicable) /Z o—s 3 O Construction Supervisor's License#(if applicable) 0Vorkmnn's Compensation Insurance Check one: I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Named Workman's Comp.Policy# 0- Permit Request(check box) Re-roof(stripping old shingles) . Re-roof(not stripping. Going over existing layers of roof) (� Re-side ri Replacement Windows. U-Value (maximum.44) Q Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature .( expmtrg • V U 1 t 6 cc t 0 r U r 1 1 I r fA -ir,etC.�a e N tE S u C ut q ur R! f � V Jt f4alti^CP 4i.nL LOT SQUARE FOOTAGE 23,000 , YI{r., — - - -- -- - - - - - {{ _ - - _ f!� � C C. HOUSE LIVABLE 6R055 50UARE FOOTAGE 2;121 BUILDING FOOTPRINT 2,255 �a - i' , i '• i yy� �� !i ° C r BUILDING HEIGHT 28' 3" REFERENCE ORDINANCE 240-131 ADDITION CON5TRUCTION 15 OVER EXI5TING FOUNDATION Fr EXI5TING UPLANDPER SURVEYOR 15 2140 50.FT. i* iisa A in:s 9eCr. 5EGTIO,N Y c: FRONT E L E VATION J ' F o' STRUc ul z v S. z • w IP:Y W ul ElQ fl. n D < IFy- OI I Q� o lY N J LEFT ELEVATION RIGHT ELEVATION ~� o �^ 7.1 n G OD QI - f L Q�I cz::� O T— H, E rT,1 Y, J r U IE D Q k" , — {t,OF I .Y.CRS'?lE �irYg CEDERHOLM' m o ;ST,RUCTURAL I !ll r PVa. f396:L LU LLJ v'►' k Z R M 7 : z:a d...m Li w � L d Q� k Q v (Y Qp LL icoVm sa tdti5� r .fC[S 4.rCiO: ROOF FRAMING PLAN 0 1 G M u) M. a ,• G v' r r O I` h r 0 V STORo 5CLh! 0� t 1 r, .DEN YL��91Y4�4d. �F,Jy��•, � C R .d.4E.%'7',.rr�+�w.�.'r.`z. .• ���Cwtit Ce..iGi' LLlt�u - 1 U1 ER'S PANTRY a C COVEREDPORCH - xu c; - R�L g4.0. 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MUDROOM FL W C a EXISTING FLOOR _ K FLOOR LEVEL MAT T{OEM - BATH FLOOR N 111OK5 LEVEL DEN j (x BATH Doo Arro P�� _ (� f0 ` DRATE FXISTIN& YER AND VI UG�TALL KALL5 AS TORME ��;J rew SNELVIN; � � f � U Y i I 1 I RELOCATE PAT(,N5 �' - 1�,.�•' _______�@REii$Cri f__Ii _RIF I MALLLSAAS�REmNtED Y` LIVINGAPH " °34 BUTLER'S F _ i - - _ _ PANTRY >� ER IC J I��� s CEDFPIIDLIA ICE- ---- — GO - q O ,i S'rP�UGTURAI �y S I MAKER LPPER 0 LOK CAB CA5ED OPN'6 RGH TT ..� ¢`///,\ �I• N 3056 r AS;D OPN% R61NG 5 ATION r x - MALL 7V 3'-,V2'N" �[ v KAVE Y_3../- �a'�y ., ADH Do34 DINING L•.��I �_� �go��$�ym O u oll T3 [01 8AL16N EXISTING MTEMU NOR OR OF V LL m MALL. • - Dm ��R�'�y • ABODE OR Fd 5 5 h k F KITCHEN — — —'—'—'—'—' . ADM 2034 N3Y POST.i _•. -~•-- ~^ i POST , 00 TO BE iffLOCA (DECORATIVFJ FINAL KITC ALL LEILIN65 TO BE COORDINATED __ __ - 1. �,/ `u ' AND*AI NONEOYIERS I. TO . 7 CzAME- m. 1\ \ z " AND tiAPE COD OUST HEI6Hi. (` _ I BUILD.. DE 4. - � J LELIMggi f KFA_Tl V �`/' INATE EX15TM6 -7 r.; ' T 1--1 VAULTED CEILING AND I �j�l I' MAKE FLAT - 1HLI }I� _l .,PANTRY_ -MINDOW SEAT`..`_-" PPNTRI•r y� 1,L_A /� 1�1/1 U Zf� vK Q Q o 1: 0 . dales C AS N 2015 scale AS NOTETE D � drava. OPERATOR i reV. F I RST FLOOR PLAN SCALE: 1/4' o . -2 V) N N 00 O 4' U U) • W ITT • A (c a • , LOCATE PCGT IN WALL _ _ •- r jrr'H OF Mq So.� LF TO AL16N IETH EX15TIHS PIER BELOM IN BASEMENT. {l', CE°CPHCIAI ♦ ` 1!•Jq STPUCfUPAI a 11\u No.98982 �I - .,fin cU�5 �i834 grR u.0 P H _ �.. � �¢�u�•�ypg5���p�ngo��yy��� EXISTING POST I RO^ p$ynYs Y° \\TO REMAIN (2)1 5/4 X 9 1/2 LVL(Hi.+Hi J _ • 8 u�i F lu ci t Z LU L >; I m o •� w J m (3)210 FEARER tom.. - —. .(9)2XBLU F===:= IL 2 Job ro.: I51'1 date NOV.50,2015 scale AS NOTED r • dram OPERATOR I ROOF FRAMING PLAN 51AL E, 1/4• I,-O• .. - - . o (1) uW O n 00 h tn • OVERLAY WA I . � y�JI� NEW RA3.IN6. II. 6A REEXISTI \\ I_.LLJ sYSTBA U . HIP ROOF. 04 ULS/IX&RAKES . .. . T.M.E. I%4 MANDb.DECKING /� SL y NE � ( E ✓ OVER W ROM ROOF W RYBeCfi NBIBRNE 18'I Ail"INUM wERs T.HE TIKE 0 - rr . ILL U . T HEW MHOOYL9 ' AT KITCHEN . E%I5nN6 41AOD1TIOn ION —TME��—y .. � O AT GOlG WINDOWS '7 U^ AT ARAGE � � U Jill I ♦ NEW STAIR AND NEW LM LATTICE MTEH . RALIN&SYSTEM TN OF aIAERI J. a ✓: • b$ CEDERNOLM u 6TRUCYLRAI- m No.311M FRONT ELEVATION A' SCALE, 1/4• -O° _ . OVERLAY NEW OVERLAY NEW tu -` C &ABLE ROOF CABLE ROOF OVER EKIGTQI6 OVER EIOSTINS HP ROOF. HIP ROOF. LU F— INDICATE5 OLD i Q 0 NIP ROOF LOCATION IM DECKING ON OH P.7.7 5LE SLEEPERS . - OVER NEW ROOF IN . RLBEEt MEMBRANE HEW AUMN.M WA ALL"HM J 611fTER5 THE 6URER5 TME. tu W=-�= ■ . UILI ' ' 0 Q Q O a - El NEW WIIbOWS AT PATIO DOOR < Q 1L AT KITOEII AT KITLIEN tu Job m.: 1511 6ARAGE date NOV.50,2OI5 eJ;IsnHG DOORS TO REMBAAIN scab A9 NOTED ' drown OPERATOR I " I A-4 c LEFT ELEVATION R I G H T ELEVATION o tr e S C A L E� I/4� . I�.p• * 5 C A L E; I/4 = I�-O i - 1 = I 9 r J06,NO. 804-17 ;. BENCH MARK-STOP SPIKE SET . DOWN Y=5.80 TOWN GISt 04 / O NOTES Hardy.dwg . (e-r off ao+,Ex aaate n' v OFF trAW •' ` 1: LS IS A,M; 206, PARCEL 58.Nf/'F AIRLIE e_ ' N 20 EVATIONS"SHOWN AREITOWN IS t0.4' _ s•N REALTY ��: NP N/F I 31`LOCUS IS IN FLOOD ZONE A13(EL11) ON FIRM DATED JU Y 2, 1992. i a E A ti 4, ALL PIPES TO BE 4• SCH 40. AND PITCHED AT 1/4' P FOOT. (UNLESS NOTED) INC. ;<. \- Srone MEANY I 1 a 5:'MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 1OD' ON TOWN WATER: 6 OMPONENTS:TO BE AASHTO H-10, UNLESS NOTED. \ Stone �o 7 1 LET TEE TO PROJECT DOWN 13% OUTLET TEE DOWN 1 ` / \ BENCH MARK--TOP OF WOOD 8 d ,XWO OR MORE LINES.'WATER TEST D-BOX FOR EQUAL FLOW—' Parking 7` m -• y STAKE SET FLUSH=8-82 ASSIGNED EOM76 BOX EXIT]PIPES TO B LEVEL FOR FIRST TWO FEET. F S:. L--� IL . I' d :�/ 5' a � MOVE WATE � ER VI CF, - t;,; 9, TH OF COMPONENTS NOT TO EXCEED X. OR VENTIN MUST BE PROVIDED. NOT TO I .y "r = I` 10. NONE TO BE DOUBLE WASHED 3/4 TO 1 1/2' WITH 2" MIN. 1/8 TO 1/2' PEA STONE ON TOP. SOLE / s W O) Sp S 784 s edt 11: IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE LOG ARE FOUND, CATION' s 2'00• 9 A h� s t F t• stone\= � CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. I 1 12. I AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL F 5' AROUND AND UNDER.LLACHING �t {e E...... :•s. _ i .- I�TO BE CLEAN GRANULAR SAND MEETING SPECIFlCATIOrS OF 310 CMR 15.255(3). ' ............ '- - MP ANU;�L ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCIE,-i*D STONE IN TEST HOLE 1 r.;•>• '({. ' I EOM15 13; P[I p LEACH A06.-AND DISPOSE OF AS DIRECTED BY HEAL AGENT. r IDA \ T 'TBg 144 CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGU TIONS. DEP (inches) ELEV1(feet) RAISE GRADE nS I SHOWN OVER LEAC AREA. 0 7.8 h A 1 Stone �...... I 6.Z ' >cl ou FW A_3a`Od Parking 'j t _ - ea:-:y �' SPE(;IAI_LY MODIFIED SHOREY TEST HOLE DATE: November 1, 2004 \ x:{_:�� 2000 PALLON MONO TANK' PERFORMED BY: Ron Cadillac, Soil Evaluator 3D• •a-` Fx ? + .. `cc;;::� - 1` WITNESSED BY: David W. Stanton, RS C7 layer 7.5yr 5/6 I EO MIW ADVAN X AX-20 CW Mod 18 Ise \ \ - d w - * PERC RATE: <2-00/inch (C layer) f° ands �t _�_f a1� ;'•. S , (SI EDETAILS-SHEET 2) SOIL SURVEY(1993): Carver coarse sand j 5y a z a GEOLOGIC MAP 1986: Barnstable lain d 60• 2.8 - N Invert 8.27 SHOREY H-20 48"Ot •'__.. layer 2,.5y 7/7 ___-". - ' ^ _. j ZS=1 2 (SEE PUMP ETaHAM :L-SHM.2) 38' X 20' LEACH FIELD, comae grind i• _ T DR L -EOM2 _.. ,:......:.., i' AP dew rsa,o TB2 :.. :. \\\ - - I I ! Pro OSed - /va+* .6"w"a Top holfpipe=5.B .gg �`' ---�.t-.i - -.4 �/s'tIEEm B. C RNER ONO. + -, - _ STOOP=6.14 GISt.. I M13 t - .-Q.--_- 33 Top peastane=5:6 108". 1 2 _ EXISTING + .- j I Invert 4.17 1500 Gal. O� 3. d f 2 . and • HOUSE '' ;/ I Propos.--d SeptICTOnk & imp an 10• Nsick . - ---------- .1°fir �SYaZ� Invert NO. g0 I mn. a- vNve 6" 124' 25 -0.41 \, t Prop. Eotf 1.5 Invert .4 4.9 .. 6'Sb_a`7E UNDER; EOM �. 4i TB9 `,E M72 i. 6" S,to(1e or compact Bottom Proposed Bottom level 1 A 8.43 t i ( t CALL R PCADIL(:AC TO I .. t! ~ 1 F 1' 2.3' USGS Adjustment NSPECT PRIOR,TO,BA CL . .. �. Sl aN C1AT,A..:_.... :.. .,.,.. .._. , ' . 'sk MASH LLD i 6 T ;n' I 5'-' '- .. ,. EOM4 '1 .. Observed waterer-0.4 s } BEDROOMS: s LEACH AREA - TB8 GARBAGE GRIIJD P: No USE: A 30' LONG B 20' WIDE BY 6" DEEP LEACH AREA USE SI"�t 40 1.l' PVC F LOT 9 REQUIRED CAF A•TY: 550 GPU - i PRESSURE PIPE LEVEL AND 5'APART ON.CENTER AND 2 1 FROM EDGE PROCESS TANK: 2000 GAL '+ . .. � Tg4 � OF STONE DRI 18 1/4'DIAMETER HOLES SPACED S.APART � EIItCH I.� i ,a BOTTOM LEACii G AREA: 780 SF .LATERAL STAGGEIIT HOLE LOCATIONS ON ADJAf6IT LA 1ST H t0 BE 23,000± F. - END MANIFOLD SECTION a :''EO 1T [(3e x 2o)I 1/2 OR 2 1/2 RERNATELY) DRILL MOST HOLES AT.f2 OCIo(�K. 1woHOLEs.. 1 EOMS SIDE LEACHING EA: NONE. ON EACH LATERAL SHOULD BE DRILLED AT 4 AND 8 O'CLOCK RAIN THE_ � LA TO D 1 = 1' NONE LATERALS. USE A SMALLER DIAMETER PIPE AS A RAMROD TO R�FdOVE Bt�RRS. DESIGN CAPACIT 1: 562 GPD SEE LATERAL DET L AND MANIFOLD DETAIL(NOTE 2--1/4" OR, H ) `V, [(760 SF) X 7f GPD/SF] BUOYANCY O - c 1.5" LATERAL �A RO' \ TBS •-: V TANK STORAGh CAPACITY: 74Q GAL. _ e SCH 40 PRESSURE P t` Z< WEIGHT OF EMPTY PC TANK AND 42" OF COVER TB7 \� DOSES PER D lY.i N/A TANK= 12 TON (P SHOREY) SEE OTHER DETAILS A EOM6 + \, J _ I 42• COVER=3.5 X 6.79' X 12.79' X 0.055 TON/CU. FT. 2"Pea S_tsm_e - _ _ ,�/D✓l/ - �• WEIGHT OF EMPTY BUOYANCY LCHAMBER PND 2 COVER TOTAL 12 TON +�E6.72 TON = 28.72 TON, I' r T--- (////��� EO 10 V / CHAMBER= 3.04 TON (PEA SHOREY) � WEIGHT OF WATER- HIGH GROUNDWATER DOWN 1.5" DIAM. MANIFOLD /� - 20• COVER= 1.83' X 314'(1 42')2 X 0.055 TON/CU. FT. (1.9- (-0.41) X:8 9' X 12.79' X 0-0312 TON/CU. FT. 3/4"TO 1 1/2- �° \ /� STONE fisCH 40 PRESSURE PIPE -/1I�' 20• COVER=O.64 TON i I WEIGHT WATER= 6. 6 TON i WITH 2--1/a"DRAIN + -_ TOTAL= 3,D4 TON + 06:1 TON = 3.68 TON TANK AND 42• CO R ARE HEAVIER BY 22.4 TON_ HOLES O 4 O CLOCK EOM7 �" j4 - TB6 WEIGHT OF WATER--H:GH NDWATER DOWN C I EO 9 `' , ,(1.9 -1.5) X 3.14 0.42')2 X 0.0312 TON/CU. FT.F 1 WEIGHT WATER= 0.08 TON TANK AND 20" COVER ARk:' PAVIER BY 3.6 TON. 3" Max. Cover 1 SITE PLAN f ACCESS BOX 1 CLEAN OUT EOM8 + THIS,PLAN IS A VALID COP IIIY ONLY IF IT BEARS FOR F DETAIL AN ORIGINAL RED STAMP A JD SIGNATURE. ! I C H A R D B. H A R y Y ---- 2"-Pea stare LATERAL. CROSS SECTION i 0 LADD ROAD, CENTEI MLLE, M�►. 3/4" To 1 1/2" Stone 1•= 1 ¢ LOT 9 111 EL. 6.6 min. ,r ` MA 12, 2005' SCALE: -21 ' USE HALF SECTION OF 4" PVC PIPE, OR SHIELDS. ' TH I TEST HOLE LOCATION, NUMBER s-T SEE MAIN DRAWING FOR HOLE SPACING - EXISTING WATER LINE MARKINGS ,.�. r t/4" HOLE FILTER CLOTH ®TOP ftL '�, r < �i WATER SERVICE PEASTONE=EL. 5.6 ONALD J. CADILLAC, PLS. RS -E- OVERHEAD ELECTRIC WIRES(IF SHOWN) b 'Y:'r�ti'+?Ns� t^v°�' 2 Pea stone 1.5" SCH-40 PVC PIPE LAID LEVEL 6 �} 0`j PROFESSIO AL LAND SURVEYOR & REGISTERED SANITARIAN •5,7 EXIST: &PROP. ELEVS. ('X' MARKS POINT) �---------- II P.O. BOX 258 l EXISTING CONTOUR r___- -- -B---- PROPOSED CONTOUR --- 3/4" TO 1 1/2' STONE VILEST YARMOUTH, MA 02673 Z UTILITY POLE(IF SHOWN) ------------- ----- •I I REV.6/14/05--BExaMAat AWED (508) 775-9700 HEALTH AGENT APPROVAL DATE ©2004 BY R.J. CA LLAC PAGE 1 OF 2 REV.5 31 OS--WO CHANGES--2 ADVANTEX PODS 1.5'TRANSORT,MANIFOLD B LATERALS,PKP350 PUMP, 1 4'HOLES - { - k BEND(MARK--TOP SPIKE SET \ o JO&N0. 804-17 ���7�� DOWN 1'=5.80 TOWN GIS* 0 4 / �. \ �p f=-J.�� Hardy.dwg (er-T ar►aarml va{axi+'-sae arr LOCUS 1$.A.M. 206, PARCEL 58. - oV`54 N//FFAIRU E ` a_ _ I N 2• ELEVATIONS'SHOWN ARE TOWN GIS t0.4' S.N 17EALTY [_ 3/` _ ~hP N/F I S: LOCUS IS IN FLOOD ZONE A13(EL11) ON FIRM DATED JULY 2, 1992. b g INC. '' r 'SRO MEANY I 1 ` E MA Ld 4- ALL PIPES TO BE 4' SCH 40, AND PITCHED AT 1/4' PER FOOT. (UNLESS NOTED) r e N TOWN WATER. �• �1 a � MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' A�j 0 a i n e •COMPONENIS:TO BE AASHTO H 10, UNLESS NOTED. 1 Rd �. \ Stone Hop ➢ INLET TEE TO PROJECT DOWN 13'. OUTLET TEE DOWN 7t r \ BENCH MARK--TOP OF WOOD 1 ' / Parking 8 JF_3W0 OR MORE LINES, WATER TEST D-BOX FOR EOU FLOW'"' '- s-y _ STAKE SET FLUSH=8.62 ASSIGNED m` NOT TO - rs'... St� _:1-� :EOM16 d "'D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET: , � s. a"C MOVE WATEERVIC� w R DEPTH OF COMPONENTS NOT TO EXCEED 3'. OR VENTINQ MUST BE PROVIDED. :c 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2' WITH 2•,MIN. 1/8 TO 1/2' PEA STONE ON TOP. SCALE ., �. i qt 5' e s 7842.00.E edge` } I 1t. SOILS. ILS DIFFERING FROM THE S[I LOG ARE FOUND, LOCATION AP.: v IF UNSUITABLE OR SO h 1 stone'L: + CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. w ih - t 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FQR 5' AROUND AND UNDER.LEACHING �:c.•. 1 • \ �``' �.::.:.:;:::::: -.,..•.•-.,•.•-•••�..,_ I ^. _ - I I I IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 1 _ 3 = EOM15 13:3°UMP AND; L ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCIE,-ARID STONE IN L I � I LEACH ARC AHD DISPOSE OF AS DIRECTED BY HE AGENT. TEST BOLE 1 . ray h V 1 r 1 A 9.62. '�- - �g+ 14,. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGtT nONS. DEPTH (inches) ELEV.(feet) RAISE GRADE.AS SHOWN OVER LEACH AREA. Oa 7.8 1� Stone e:::: 1 '6.7, ll'411-c1 u ! F61 1y A 4 p Parking 'y f?::;> /...... SPECIALLY MODIFIED SHOREY TEST HOLE DATE: November_1"'2004 y O O PERFORMED BY: Ron.Cadillac, Soil Evaluator ` .,: T:= r::::•T/ __ 2060 GALLON MONO TANK Ct la 7.5 5 6 - n _ `[;(c;i WITNESSED BY: David W..Stanton, IRS layer yr / EOMt \\`.. `� r ^ - _ - J_::^-vrr- -:.::r `Tejo W/ADVAANTEX AX-20 CW Mode 16 PERC RATE: C2-00'/Inch (C layer) v cog�,sonj w/ 52, (S_E DETAILS-SHEET 2) SOIL SURVEY(1993): Carver coarse sand amC6/2 �t V. s -___ rr g$'Z i ' T GEOLOGIC MAP(1986): Barnstable plain deposits 60' 2.8 \ ': ` -�`'- .' N 6r, p�° �' E M14 Invert 8.27 SHOREY H-20 48'DIAM. •. -. ye Y / c ` Exiet. Cast Iron ER. I - ` (SEE DETAIL-SHEET 2� 38' X 20' LEACH FIELD a sand :. AdvanTex DeA.L 1/4-WEEP~xpt� . _y= _ - ode L. wars ,.. • ,. •,\\t TB2 :.� Y�: i•' S=1�2'��ft jts'sw 4a 1'op halfpipe-5.8 - I i c• B.M. RNER;CONC. + ' I ' I 98 - -.a ed �'•' ST OP=6.14 GISt 4;: - �' �• M13 i _Propos__ 500 5 q I. Top peastone=5.6 Ida" -. -1.2 j EXISTING. tr + _ _ Invert 4.?7, 1500 Gal. Gal. Invert 3• - --------- band of Eck. a 0 bl s nd HOUSE ly Proposed SepticTonk & Pump on 10' nron C3 layer 2.Sy 2/1 d` NO. gp F' i I 1 Cham. OR a' a 6" 124' -2 5 -0.41 . \ I - Prop. 13ot.. 1.5 Invert .4 4.9 EOM _i 4 J iB9 1 Bottom 6'S7`-r E UNDER: Bottom level 1 '� �.. E M72 6" tone or compact Proposed 3' TB3 r I " I i lue_arrnrw macnlD.e 8.43 - - - - i I I I I I I CALL R..L CADILLAC TO - LLJg'T 27 U stment I ~ I I Lai MASH29� CT PRIORA TB � ... ... > : ESIGNDATA• n st �;,� EOM4 Observed woter�-0.4 f r 5 �-- INSPECT I�r h+�a � ' • BEDROOMS: � 5 AREA LEACH DER H r i n 788 GARBAGE GRINDER: No USE A 38' LONG BY 2W WIDE BY 6' DEEP LEACH AREA USE SCH 40 1.5'PVC LOT 9 REQUIRED CAPACITY: 550 GPU PRESSURE PIPE sET LEVEL AND 5- APART ON CENTER AND 2 1/2' FROM EDGE 1B4 PROCESS TAP K: 2000 GAL. OF STONE. DRILL 28 1/4' DIAMETER HOLES,SPACED 5' APART(7 " EAC." + rn T Z3r000�S.F. BOTTOM LEACHING AREA: 760 SF LATERAL STAGGER HOLE LOCATIONS ON ADJACEPII kAaERAA13 (1ST HOLEao BE END MANIFOLD SECTION + EO 11 [(38' X 20')1 AREA NONE 1/2' C 2 1/2'iL 7ERNAlELI) DRILL MOST HOLES A7.T2 O'CLOCK. TWO HOLES., F SIDE LEACHING; ON EACH LATERSHOULD BE DRILLED AT 4 AND 8 O'CLOCK TO DRAIN THE 1•= j• EOMS NONE LATERALS. US SMALLER DIAMETER PIPE AS A RAMROD TO REMOVE BURRS." V DESIGN CAPACITY: 562 GPD SEE LATERAL DET�L AND MANIFOLD DETAIL(NOTE 2--1/4' DRAIN HOLES.) [(760 SF) X-..74GPD/SF1, O Y ` e 1.5" LATERAL Sf�O' \� TB5 TANK STORAGE CAPACITY: 740 GAL. - , - e SCH 40 PRESSURE f 7B7 �� DOSES PER DAY: N/A WEIGHT OF EMPTY SEPTIC TANK AND 42" OF COVER iu SEE OTHER DETAILS �EOM6 + ° TANK= 12 TON (P R SHOREY) BUOYANCY CALC'S-H=-.20 PUMP CHAMBER 42' COVER=3.5' X,6.79' X.12.79' X 0.055 TON/CU. FT. 2'P_e_a_S_ton_e _ /I ' f � WEIGHT OF EMPTY CHAMBER AND 20" OF COVER TOTAL=V12 TON + 16.72 TON = 28.72 TON, - t r: EO 10 CHAMBER= 3.04 TON (PER SHOREY) 'WEIGHT OF WATER_r HIGH GROUNDWATER DOWN 3/4' TO 1 t/2" n 1.5 DAM_ MANIFOLD /� 20' COVER= 1.83' X 3.14.(1.42')2 X 0.055 TON/CU. FT. (1.9- (-0.41) X:6,179- X 12.79' X 0.0312 TON/CU. FT. SCH 40 PRESSURE PIPE \ --STONE ----- 20' COVER=0.64 TON WEIGHT WATER= 6.26 TON ---WITH 2--1/4"DRAIN + ,: i.` TOTAL= 3.04 TON + 0.64-TON = 3.68 TON TANK AND 42' CO R ARE HEAVIER BY 22.4 TON. HOLES 0 4 O'CLOCK EOM7 _ TB6 � WEIGHT OF WATER--H:GH GROUNDWATER DOWN EO 9 `, . (1.9 -1.5) X 3.14 (1.42')2 X 0.0312 TON/CU. FT. WEIGHT WATER- 0.08 TON F TANK AND 20' COVER ARE HEAVIER BY 3.6 TON. �3" Max. Cover , SITE :.PLAN �--ACCESS BOX FOR .. CLEAN OUT EOMB + THIS PLAN IS A VALID COPY ONLY IF IT BEARS r Pea one DETAIL AN ORIGINAL RED STAMP AND SIGNATURE. �ICHARD : B. HARDY ------- 1•=�1' LATERAL. CROSS SECTION , 3/4" To 1 1/2' Stone ,•_ ,' ,,, LOT 9, �90 LADD ROAD, CENTERVILLE, MA. ------------------- - EL. 6.6 min. lF Tim a: %Rr;ra MAY 12, ZOOS SCALE: 1"=20' S , USE HALF SECTION OF 4" PVC PIPE, OR SHIELDS. TH I TEST HOLE LOCATION, NUMBER o SEE MAIN DRAWING FOR HOLE SPACING `. •�,•?hl(: `+.'; �L. %T_ _ I ! s ... EXISTING WATER LINE MARKINGS 1/4" HOLE FILTER CLOTH ®TOP ,,:6, WATER SERVICE PEASTONE=EL. 5.6 `:u. t:. :.'d °:•` ;•:'•�:.=;..:: =�� RONALD J. LS IRS -E- OVERHEAD ELECTRIC HARES(IF SHOWN) o �c�'r'r°`'/ I ���w'�� CADILLAC,� t .6,7 EXIST. &PROP. ELEVS, ('X MARKS POINT) 2 Pea stone 1.5_SCH-40 PVC PIPE LAID LEVEL nII�10.� PROFESSIO AL LAND SURVEYOR & REGISTERED SANITARIAN , EXISTING CONTOUR r__------- P.O. BOX 258 �g--- PROPOSED CONTOUR 3/4" TO 1 1/2' STONE UTILITY POLE(IF SHOWN) ---------------------- WEST YARMOUTH, MA 02673 REV.6/14/05--BENCBM6RK ADDEo �.(508) 775-9700 REV.5 31 O5--Wn CHANGES--2 ADVANIEX POD 1.5-TRANSORT,MANIFOLD&LATERALS.PKP350 PUMP, 1/4"HOLES HEALTH AGENT APPROVAL• DATE c 2004 BY R.J. CAgIULAc '•� PAGE 1 OF 2 f BENCH MARK--TOP SPIKE SET �r, �•` ir. N JOB.NO. 904-17 OTES l Hardy.dwg DOWN 1"=5.80 -TOWN QSf 0 4' I ts'-3 OFF CENM POLL a.21-aW- of.ram ��, " 1 1. LOCUS AS A.M. 2Q6. PARCEL. 58. N F AIRUE ` 1 ? , 2. ELEVATIONS SHOWN .ARE TOWN GIS t0.4 S. a REALTY ,_ ; `, /rP N/F I ' -- 3. LOCUS IS "lid :ft00D"ZONE A13(EL11) ON FIRM DATED JUL.Y 2, 1992. \ f Ito 1 1 E MA 4; ALL PIPES T© BE 4 SCFI, 4q► AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED) INC. , \ \ „e MEANY I.` a 5. MUNICIPAL WATER IS AVAIL.ABL.E. LOTS WITHIN 100 ARE ON TOWN WATER.`' RPt i M 6. COMPONENTS TO='BE AASHTO H-10, UNLESS NOTED. " o' P Ao Stone ?Ya�� 7. INLET TEE. TO PROJECT`,DOWN 13 , OUTLET TEE GOWN ;14 . : &.•IF.:;TWO OR .MORE LINES, _., Parking r BENCH MARK--TOP OF WOAD , m WATER TEST D-BOX FOR EQUAL FLOW— :. STAKE SET FLUSH 8.62 ASSIGNED C yr .. E 16 a �I3-BOX EXIT ;PIPES TO BE LEVEL FOR FIRST TWO FEET. :.: 5, 0 �' `; ` 9 DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. , NOT TO MOVE WATE ERVIC " r,,r. 10 STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2.,. MIN. 1/6 TO 1/2 PEA STONE ON TOP. SCALE.. Fr r o S 7 11 IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM TH S01 fb p w ed , E L LOG ARE FOUND. A \# s - E I 9 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. LOCATIC)N M�tP . 13 stone I ` - 12. IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL •FOR.5' AROUND AND UNDEt;+,LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 16265(3). .. .. _ '; EOM 13: 131UMP AND.; ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED ; , - E A L GGED SOIL, BLOCIE;•,ACID STONE `IN r �� TEST HOLE 1 LEACH 4ARI�"A.-AND DISPOSE OF AS DIRECTED BY HEALTH AGENT, • � , ` r; 1 A 8.6z by TBA ; r ,_.a JOB 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. + :.. X \ r r .� } 1 i DEPTH (inches) ELEV.(feet) ` ' ' RAISE GRADE AS SHOWN OVER LEACH AREA. 0 7.8 Sto-ne `. • '.- + Sy y-� .. ' i. '�* ;-cl� ou • t: yp• TEST HOLE DATE: November 1 4 Fill �A p Parking t•::: ter: ' SPECIALLY MODIFIED SHOREY vem 20© - 2000 GALLON M NO TANK PERFORMED BY: Ra>ti Cadillac, Soil Evaluator 30" -.3,0• �, ::r - O C1 layer 7.5 5 6 +,, _:. ,, � � t......f WITNESSED 13 : David .W. Stanton, RS Ye T81 1B. .�. �.• r ......� -' W ADVANTEX AX-•2p CW Made coarse sand w EOM1 �. n� PERC RATE: <2 -00 finch,(C Iayat`) bands lit �+ .,. , r - ]SEE DETAILS-SHEET 2) SOIL SURVEY(1993) Carver coarse sand 2.5y 6/2 N t uw r 5z, p GEOLOGIC MAP(l986). Barnstable plain deposits: ., 60" 2;8 E M14 � , .. `� N 61• Invert 8.27 SHOREY H-20 48" DIAM. C2 layer 2.5y 7f2 Exist. Cast Iron PUMP CHAMBER`, ----� (SEE`DEtAiL SHEEr'2 38 X 20 LEACH'�FIELD ad T i 4 w� 2 COar$6'sand EOM2 �:.a :. scH�o anLL 1J �T HOLE f Y \ TB2 S-1 /2„/ft 1.5` sCH 40 � r,- ! Top holfpipe 5.8 :e Pods •.. B.M. CON O : + 980 _ .. -.4 Proposed i OM13 _:__ 5, " Top peastone=5.6 » . \ \ STOOP=6.14 GIST ; i - 5q0 i i Invert 4.17 1500 GQI. ) invert 3" ;-band o cck sand 1 S EXI 71 \ NG H + t 1 • HOUSE Proposed p tc 0• p� pnpn_ -____-- 3 Layer 2.5y 2/1 t ; Se t' Tank &Rom. mp a► t _ ,\ NO. gp l 6� 124" 2.5 4 valve0.41 Prop BOt 1.5 invert .4 4.9 EOM 1\ \ TB9 E' M12 t 6" Stone or compact erttom 6 STONE UNDER; Proposed Bottom lever TB3 8,43 % . . EL 1.9CALL R J CAtNLLAC Tf� F 6'-r- �' - r--- 5' ---+ +-� . 21' 3' U Adjustment INSPECT PR10R TO BAfvKill. 2 GS Ad ent I � a � ... . s .. _ `" �Using, MASH29 AVE I'�I,IIwI�'.••. .,.,.. ... ,.._ .,..,: .,.. ...ice..--..: e + rued - bse water- 4 BEDROOMS: 5 LEA AR EA REA �/ GARBAGE GRINDER: No " --/ L=- USE A 38 LONG`;8Y 20 'WIDE BY W. DEEP LEACH AREA. USE SCH. 4.0 1 5 PVC REQUIRED CAPACITY: 550 GPD LOT 9 PRESSURE PIPE "SET LEVEL AND 5` APART`ON .CENTER AND 2 1/2' FROM MOE j TB4 PROCESS TANK. 2000 GAL. OF STONE. DRILL 28 1/e DIAMETER-HOLES SPACED 5' ,APART (F ON EACH :. O O S. F. % ;,r :. _ BOTTOM LEACHING AREA: 760 SF LATERAL. STAGGER HOLE LfX'ATIQNS QM AI111C" #T ,ATALS. (1ST HOI;E0 BE' EO [(38' X 20')] 1/2' OR 1/2' -ALTER 2 O"CLOCK END MANIFOLD SECTION M11 2 NATELY) DRILL MOST HOL 5 AT;1 tolb HOLES T SIDE' AREA: NONE TER 5H $ O'CLOCK ;` ON EACH LATERAL SHOULD BE DRILLED AT 4 AND TO DRAIN 1`HE *_ 1• EOMS NONE S. USE A SMALLER `DIAMETER PIPE AS A RAMROD TO REMOVE BURRS. LATERAL . \/ DESIGN CAPACITY: 562 GPD SEE LATERAL DETAIL AND MANIFOLD DETAIL (NOTE 2---1/4" DRAIN HOLES.) [(760 SF) X 74 GPD/SF] -. D,�IQYANCY GAIIIII Zpl GAL. IO:H4 H--10 TANK c 1.5 LATERAL K�. �\ TBb ;, '\ / TANK STORAGE CAPACITY: 740 GAL. V `� WEIGHT OF EMPTY SEPTIC TANK AND 42" OF COVER >= SCH 40 PRESSURE ` - TB7 DOSES PER DAY: N/A SEE OTHER DET00 AILS EOM6 TANK= 12 TON (PER SHOREY) BUOYANCY GA(rG'S-H-20 PUMP CHAMBER 42" COVER=3.5' X 6.79' X 12.79' X 0.055 TON/CU. FT. - 42" C ,4 - OVER-•16.72 TON r Pea Stone / r WEIGHT OF EMPTY CHAMBER AND 20" OF COVER TOTAL= 12 TON "-+ 16.72 TON 28.72 TON. -------- f'' _" l,r / E0 10 CHAMBER= 3.04 TON (PER SHOREY) WEIGHT OF WATER--HIGH GROUNDWATER DOWN , 4" To 1 t 2" 1.5" DRAM. MANIFOLD - 20" COVER=!1.83' X 3.14 (1.42')2 X 0.055 TON/CU. FT. (1.9= (- 0.41) X 6.79 X 12.79 X 0.0312 TON/CU. FT. / STONE �scH 40 PRESSURE PIPE 20" COVER=0.64, TON WEIGHT WATER= 6.26 TON ---------- -- --- WITH 2--1/4" DRAIN -, / TOTAL- 3.04 TON + 0.64 TON = 3.68 TON TANK AND 42" COVER ARE HEAVIER BY 22.4 TON. HOLES ® 4 O'CLOCK EOM7 :. WEIGHT OF• WATER--H:GH GROUNDWATER DOWN TB6 EO 9 4 , (1.9 =1.5) X 3.14 (1.42')2 X 0.0312 TON/CU. FT. WEIGHT WATER= 0.08 TON TANK AND 20" COVER ARE HEAVIER BY 3.6 TON. 3" Max. Cover QJ SI TE :PLAN •-- ACCESS Box THIS PLAN S A VALID COPY ONLY IF IT BEARS FOR EOMB ,- CLEAN. OUT - AN ORIGINAL RED STAMP AND SIGNATURE. 2 Pea Stone DETAIL RICHARD 8. :HARDY ------------ LATERAL CROSS SECTION 3/4„ To 1/2" Stony � 1"� ,' LOT 99 90 LADD ROAD, CENTERVILLE, MA. ------------------- - EL. 6.6 min. , r _�� �� F�c 'tif MAY 129 2005 SCALE. 1 "=20' id t USE HALF SECTION OF 4' PVC PIPE, OR SHIELDS. ! a M TH 1 TEST HOLE LOCATION. NUMBER • SEE MAIN DRAWING FOR HOLE SPACING I N 1/4" HOLE FILTER CLOTH ® TOP a ` � EXISTING WATER LINE MARKINGS. .., � �� �`. / A. \. PEASTONE=EL. 5.6 WATER SERVICE - PLS, R5 E OVERHEAD ELECTRIC WIRES ;(IF SHOWN) � ��. "! RON ALD J. CADILI.AC, S.7 2 Pea Stone +► - 1.5' SCH 40 PVC PIPE LAID LEVEL EXIST. & PROP. ELEVS. (•x' MARKS POINT) - .------_ -------_.�T___ � I�t1OcJ PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN EXISTING CONTOUR P.O. BOX 258 PROPOSED CONTOUR 3/4" TO 1 1/2" STONE e WEST YARMOUTH, MA 02673 UTILITY POLE (IF SHOWN) REV. 6 (508) 77S•-9700 ' 4 05--BENCHMARK ADDED r / HEALTH AGENT APPROVAL DATE ©2004 BY R.J. CADILLAC PAGE 1 OF REV. 5/31/05-•-•WI`I CHANGES---2 AD PODS, 1.5" TRANSORT, MANIFOLD do LATERALS. PKP350,PUMP, 1/4" HOLES _