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Map Parcel: Application # Health Division Date Issued ' Q Conservation Division `;Application Planning'Dept: Permit Fee' Date Definitive Plan Approved by Planning Board ®k. 3)23)09,Q - Historic - OKH Preservation / Hyannis Project Street Address !/C�'U� l� 441 Village C' ti�G`�C'triLtx Owner lfa&M F F CVVID/% F/- K Address 30 lIP40 1A), YETt0A16A/£AQW,)tVA Telephone H W3 c95-Y154. s9.5 C �-3 � 7 _ : Permit Request ; °XV ROOf A0,0 a 6Pflo ' A!?41l , �:�E�1`TG iC Square feet: 1 st floor: existing /3�� proposed I3I� 2nd floor: existing®� proposed) tal nevus Zoning District Flood Plain Groundwater:Overlay Project Valuation ' Construction Type CA r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentatioM. Dwelling Type: Single Family )d Two Family ❑ Multi-Family(# units) Age of Existing Structure L.Yk5 Historic House: ❑Yes No On Old King's Highway: ❑Yes IWNo Basement Type: 0 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) l4W O Basement Unfinished Area(sq.ft) /3 Number of Baths: Full: existing_ new Half: existing new 0 'S Number of Bedrooms: `vP. existing I new t Total Room Count (not including baths): existing L4 new First Floor Room Count / Heat Type and Fuel: VGas ❑ Oil ❑ Electric ❑ Other Central Air: *Yes ❑ No Fireplaces: Existing Q New Existing wood/coal stove: ❑Yes WNo Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage 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) V 13 Name -XS/("'f ' CMODIA ler z� f Telephone Nurnber Address es WY 40 �-"IaST 60-V�' License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOf/ � SIGNATURE DATE r FOR OFFICIAL USE ONLY APPLICAtION# DATE ISSUED MAP/PARCEL N0. r ` ADDRESS VILLAGE ' OWNER e DATE OF INSPECTION: f I FOUNDATION bwD ��L4`6 9 FRAME ja� INSULATION Yl (o o FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING.: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING F DATE CLOSED OUT ASSOCIATION PLAN NO. ,7 I °F1HE� Town of Barnstable Regulatory Services SARNSTAHLE Thomas F. Geiler, Director . MASS. g Building Division D MA'S► . Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Pe 1`2-e,k Map/parcel:—a-)- Project Address ,23E Builder: C)U ;tee The following items were noted on reviewing: L.;4e s0. N1c�S My.S - be v.1pr'M O i • l Reviewed by: pal wlo� � 31/3�0 D ate: Q:Forms:Plnrvw ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AN± D TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: We Ot3tlel -:7 P&Zz-* Site Address: :23 y. print Town: C r9 C ✓L�7L�P1/dCC Applicant Phone: y`/3 `;9 7-5%912 Applicant Signature: Date of Application: ;?. a� � NEW CONSTRUCTION: choose ONE of the following two'options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab ❑ Option 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 3 5 R-3 8 R-19 R=19 R-10 4 ft. 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ ADDITIONS.OR ALTERATIONS.TO EXXISTING BUILDINGS.OVER.5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) dross Wall & Ceiling Area equals Formula: (100 x b _ a) / _SF — 100 x - — % of glazing (b) Glazing area equals SF b a If glazing is.<40% use.the chart below. If glazing is> 40 % roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration .Ceiling and Wall Floor. Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-3 7 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not com ressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) Town of Barnstable Regulatory Services sUrvsznt Thomas F.Geiler,Director Mass. 039. Building Division 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: �� p /� // JOB LOCATION: 4 li(lUlwjlll>/ 1''� '— TE4P//XL/�_ number. Q street �7 village "HOMEOWNER": �0�'L- V12 Say- /�[O S17 ce l name holne phone# work phone# CURRENT MAILING ADDRESS: 30 fJW 1_4411e aa8 city/town state 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 Building Official,that he/she shall be responsible for all such work performed under the building permit. (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 ins ection procedures and requirements and that he/she will comply with said procedures and requirem s. Signa re Homeowner 4ho� 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:forms:homeexempt Steve @ Boi lard 1-22-09 VBea - Robert&Claudia Pelzek Res 11:19am " 238 Riverveiw LN Centerville M I of 1 KeyBeam®4.504a IanBeamEngine 4.505d Maedals Database 936 Member Data Description:Beam Member Type:Beam Application:Floor Lateral Bracing:Continuous Top Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Dead Load: 15 PLF Deflection Criteria: U360 live, U240 total Live Load: 40 PLF Deck Connection:Nailed Member Weight: 12.5 PLF Filename:Steve1-22-09 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform(PSF) 0' 0.00" 22' 6.00" 13' 6.00" 15 40 Live Additional Uniform(PLF) 0' 0.00" 22' 6.00" 80 0 Live Additional Uniform(PSF) 0' 0.00" 22' 6.00" 13' 6.00" 10 20 Live - r 1 01 Fr ill 11 3 0 11 3 0 9 2260 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.500" 5688# 2 11' 0.375" Wall 4.500" 4.342" 17098# 3 22' 0,750" Wall 3.500" 1.500" 5688# Mapmum Load Case Reactions Used for appyirg poirl loads(or the loads)to carrying members Dead Live 1 1779# 3909# 2 5929# 11169# 3 1779# 3909# Design spans 11' 0.376' 11' 0.375" Product:2.0 Rigid Lam LVL 1-3/4 x 9-1/2 3 ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13027.'# 20436:# 63% 4.41' Odd Spans.D+L Negative Moment 18862.'# 20436.'# 92% 11.03' Total load D+L Negative Unbrod 18862.'# 19719.'# 95% 11.03'. Total load D+L Shear 7568.# 94761 79% 10.48' Total load D+L Max.Reaction 170981 177191 96% 11.03' Total load D+L TL Deflection 0.3312" 0.5516" U399 4.96' Odd Spans D+L LL Deflection 0.2521 0.3677" U524 4.96' Odd Spans L Control: Max.Reaction DOLS: Live=1001/6 Snow=115% Roof=125% Wind=133% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives Al product names are trademarks of their respedlveowners Adam Tmdo 7D Wholesale Co. 1206 Est Street South Copyright(C)1919-2005 by Keymark Erterp'se%LLC.AIL RIGHTS RESERVED, SJfield CT 06078 s ' FATF.RPRISFs.LLC '7ssngisdefined as xhen the member,floc pint,bean or grder,shown m Ihisdrawirg meets app6cffile desgn cdtae for toads,Loafing Cmdil'nns,and Spans Isled on Ih's sheet.The desigr must be mvieved by a quaified dsgner or design p ofessanJ as uiedfa aal.This deli nassumes mdud instalalim acwrdi to the manJaluretss crcarons. f Steve @ Boi lard 1-22-09 VBell - Robert&Claudia Pelzek Res 11:19am " 238 Riverveiw LN Centerville M 1 of 1 KeyBean®4.504a IvnBean ngine4.505d Maeriais Database 936 Member Data Description:Beam Member Type:Beam Application:Floor Lateral Bracing:Continuous Top Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Dead Load: 15 PLF Deflection Criteria: U360 live, U240 total Live Load: 40 PLF Deck Connection:Nailed Member Weight: 12.5 PLF Filename:Steve1-22-09 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform(PSF) 0' 0.00" 22' 6.00" 13' 6.00" 15 40 Live Additional Uniform(PLF) 0' 0.00" 22' 6.00" 80 0 Live Additional Uniform(PSF) 0' 0.00" 22' 6.00" 13' 6.00" 10 20 Live NO (� 11 3 0 11 3 0 r 2260 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.500" 5688# 2 11' 0.375" W all 4.500" 4.342" 17098# — 3 22' 0.750" Wall 3.500" 1.500" 5688# Maximum Load Case Reactions Used for appyirg poirt loads(or Ine loads)to carrying members Dead Live 1 1779# 3909# 2 5929# 11169# 3 1779# 3909# Design spans 11' 0.375" 11' 0.375" Product:2.0 Rigid Lam LVL 13/4 x 9-1/2 3 ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13027:# 20436.'# 63% 4.41' Odd Spans D+L Negative Moment 18862:# 20436.'# 92% 11.03' Total load D+L Negative Unbrcd 18862.# 19719.'# 95% 11.03' Total load D+L Shear 75681 94764 79% 10.48' Total load D+L Max.Reaction 170981 177191 96% 11.03' Total load D+L TL Deflection 0.3312" 0.5516" U399 4.96' Odd Spans D+L LL Deflection 0.2521 0.3677" U524 4.96' Odd Spans L Control: Max.Reaction DOLS: Live=100°/, Snow=115%:Roof=125/ Wind=133°/ Design assumes a repetitive member use increase in bending stress: 4 Manufacturer's installation guide MUST be consulted for multiply oonnection details and alternatives Al product names are trademark of their reEpediveownem Adam Tredo 7D Wholesale Co. k.4 1206 East Street South •��'"`- Copyright(C)1989-2006 by Keyma*Enterprises,LLC.ALL RIGHTS RESERVED. Sul field CT 06078 h i'\Ti RPRISiS LLC' ' •4�singisdefined as vhen the member,Sod joist,bean or p�der,shown on(his dravdrg meets appicabfe desgn criteria for loads,Loading Conditions,and Spans listed on this sheet.The design must be revieved by a quaified cbsgner or design pofessonet as uiedfe rwal.This des nassumes rodutl instalalim acooniin to the manuIxturerss clicatbns. SPOKE DETECTORS REVIEWS REQUIREDtf IMPORTANT UPGRADE / STATE BUILDING CODE REQUIRES THE UPGRADING OF 3 -,AB _BUILDIN 'DEPT DATE SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN v ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. FIRE DEPARTMENT DATE -NOTE; A SEPARATE PERMIT IS"REQUIRED FOR THE 2j 5 ram— - ►+ VT to„8'-10" _ INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL 4'-4"—►I. T 5"=21-•' 35 '" 11'-2° �I� 6'-5" BOTH SIGNATURES ARE. REQUIRED FOR PERM,1 TING PERMIT DOE NOT SATISFY THIS REQUIREMENT. — 4— .. ' - '-0'x/- 3'-0" — 2'-B x 6'-6• 2'-6"x 3'-0" 2'-6•x 3'-0• 2'-6"x 4'-6" 'A - �� Bob&Claudia Pelzek co 1 0'01 X del 8_g �� - 21'-5" 238 Riverview Lane d 15� --- � „g£ Centerville MA co 0) _ A-F 0"24'-0" 3-6"-►� 3'-6" 2, "+2'-4"►� Beverage 6xs2,2„ Cooler IMSu portPFLR os( I1'-2•x3-0' 30"x6'- °�.. \ „ tor�heade(O� r 11 N Vt 0 wr pped�tith Cp 1 cabinet facing IN _ -- T �`r� '-T9 i-g��3� 2'-11"-f—3'-0" N Rigid Lam LVL 3/4x9 112 3 PI / 9 Y x s'6 N\•>o;x-s'a eF m X 2 r-6"x 6'-6.9L 69 sq ft wall tile 00 5'-8" -� T-5'' _ 12 sq ff shower 25 Sq h floorase the co V„ b file o —O �3'_ � � _ � 4'-2" ►I cn - -cn to O37 Sq It Floor Tile L -o^x 6'-6"so24�-2 z6'•'' �2 _ u \\\� \c \\. \ \ \ IMEN 12"Sonatubes \ \• \.. �r \ \ J \ \ \ \ISO \ \NEW 23'-0" ►I 2nd Floor 238 Riverview Lane 4T-7" 15'-9" 27'-9" rn O N' 2°-6°.N,0-9° 2-6'x6'-9• 2�-6°x6'8' 2-6•x6'-9• O -------�-- -------------- I In 2'-0"-f�-4'-1" 4'-�"---►F - ►�� 9'-7 fly 2,_2„ i e ocket o" 21'-9" .J =i6nw- 2 6 N N i CID M - a - T \2'-6°x 6'-6° 2-77 � T -8 ""' `Q , 20 sq ft shower floor ct 0 112 sq ft wall the _2'-7"�2'-8" 18'-2 1-'T VJ �� ------- O C L G 106 sq ft floor the 2°-6°x 6°-6° icy v CUDU X _ 12'-1" 2��0 _ N D _ 0',It = 3'-2"94'-Y0" 17'-8" 6-7" f-4 47'-6" a,, - d . --* ., ; .- . ,f . 3 4T'-q" ., . Bob&Claudia Pelzek / '/ i '% / ' J 'J i�!,/is /' %/ : ! f i f% %, / r ! ,'./ ;J / f % / !- 238 Riverview Lane /' ! i / , , !f r' ! ; f r / / / ' ' // / ri' / f J Centerville MA ! f t f l / ;i/ i / : i i / / � l f , / I. J J / J /.i , l i; I. j, J/r J , f " / // i/, / 'l - , /' f f / / f /// / / ,/ /,, ,/ / / ,r i / ! / / ( / J;- W / / -� f ', , f '/ / 24,-0" i, f ; / !/ / f / /:.. " , i 1. ;. %, r Y. f i. i 'i f' /, i r /, r% J l /: 'f /.' %' / l .f / 'f /: if/ J'. ♦. / /. r p— /i, i - :, ✓.. i 8'0 i f. ,l 1^ r , r ' " f , ':/ r,/ / f' , v' 1. / i. r. �.' %i. , /' Cp / /. %i u. ,'; :, /'.f i n r r /'�.� is — �/ / �. ,, i / 11 0 11-0 ;. ,r ;1 /. / / !; r /. l ,, r/, �i /r i. _ / 1' ,^ / / l / / vJ f J �y /' / 1. / l: r^ f /.' , TT 1 rl ,'. .. .'., W 1, 1/ /. /. 0 /, 1 / f / r' /: J 1 / // f. /' l/ /. /_r f l' f 'fe f/ /. r Ir J /. 1', r: /, / / / , /1 j. i /' J- / / J /f / - "'/'�' '%r;/ / / /: f!.' l ,f, //j J /. // %. rf.,/ i'% // /,'l: /:'.•r f !,/ ;i.' /=/' /' /,': i f f i,i`.•l i/''. i r ;'r i. 1 '-2 / / / // J f. 3 ,r 'r r '/r '�r f/; ij; ,, is i ;' /.. is l /;' J/ '/ r f' /, r i'i f , is li: r r i: :li i -f. r /, j J /,i. / / / /:!. r /i / / i� 'f `r'i' is/ i, j , f„ i / / / %. f ;. %:/ f i'i i /.'' / =i: /J / / 1r` / /r f / js- // "F J r/ i/ 4 24`-0" ► . 55'-9" r y 3 4'-4" ►� 7'-5" 21'-5 , �� 8'-10 35 tJ�� 11'-2" ►� 6'-5" �QOf ��W �' �u&)4 1 T , rs xa:s= - --0.x3,o• — r 8 xs s 1 r6 x rs xs a• Bob&Claudia Pelzek r /.t)f1j- ,a00 c� 0'Ol x N£l ; -� 21'-5" 238 Riverview Lane pjUlLO 8 bi7 15'-8" _o Centerville MA N�jlfl�ie /v' ��IS10�� �t ( M1�9£ ClAS RC�1 do . . 1 11 24'-0" 8'_0" 0 15'-10" Co �'- "► 1'-11"- 3'-4" - 3'-6"Beverage _ ( ,1 2.6 x 6.8 Fr N ..j , 1F'-6'x 6'-6Y 2-2 - 1-. Cooler I ' SJ port Post 4M i to header N ll U, �,�(��" wrrped ith x CO ca met facing \ 22, 1„ 14 N ?b'-9" 2 11, ' 1 t 3 , c N Rigid Lam LVL 3/4x9 112 3 PlySO to o c N m, V CO rn J lV4 `,r-6x66 O J 4'-11" 2-41,J 2'- x 6'6'SD N �` 69 sq B wall tile Oo 5'_8" �� 7,51, 1 12 sq ft shower T_ ' - base the 5 q B Boor 61e V 2s v, u, oILI � �._.. .U 3Z Sq B Floor T8e k•� �. -6'11•x 6'.6•SD M. ... _.2'_fi�r,3 --, ' .?_i.•.s31•...-�• � ,-2.:fi_s3'3C_. �".S�1L 20'-4" ►� 10'-911 ►� 6'-3" ►� T-4" ►� T-6" ►� 3'-10" 5° r 56'-0„ . - -- fU N0t1SL - axla"f�T��A�f f - � 1�► - _ , owl i f 1 - 1 co 1 27'-9" -'► N T cn Q.) s Double Pocket Doors 2 p _ , „ - � 1 1 1 1 V' 2-5 4'_ 4'-3" 2'-7" w " AA 20 sq ft shoyver floor the 1 T ►IJ2sgftw4ll file - ---- 1 o de 1 , ' 3,2„ . sq r � I x, • -2 —► a3-2t3"� . ... _ . �7-8. -- -7 1- " 6 i .� L C N EXISTING SEPTIC TANK Benchmark Set LEGEND _ TOP OF TANK, EL.=104.22t' s 01 1p� INV.(OUT)=102.,89t Left cor, conc, step _____ Q EXISTING CONTOUR o Q �' o EL,—106.63, (Assui7led) 8 Main St o cc y a z T P�. EXISTING .LEACH PIT 'x 100,98 EXISTING SPOT GRADE 190 TO BE PUMPED, FILLED W aM�� J� Pine Street. SAND & ABANDONED / �� W EXISTING WATER SERVICE 7 ro Q�• t, ....... V - - r� EXISTING GAS SERVICE < S J 700 _� ` + T 9 _ O.H- W. -OVERHEAD WIRES f Y C N E tj UNDERGROUND. WIRES _,�„ ® . TEST PIT ..�.. ._..� ..,3 .o¢G-1;5 E' - N 36 5�r15". E ' " BENCHMARK -LOCUS 43. 'rj 78.63' - LOCUS MAP - ;` � au,, a NOT TO SCALE f N I — a L -• a r:;c rY r !�� BREAKOUT I Y� ;2_3' SETBACK y off— P�oP s.A s 22 GENERAL NOTES: 1 J: .. N VENT 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL O (� --o ; ti BOARD F HEALTH AND THE SIGN ENGINEER. GS 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE cc) TP—lY TP-2 ® LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: % O , 1 I C. \ 310 CMR 15.405(1)(b): - S :ems 1) A 1' variance to the 3' maximum cover re uirement, for no greater { � q than 4' of cover, S.A.S. sholl be vented and H-2U Rated. 0. Cn /, vS _Q 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE o� �I k. cellvr =,(slab GarageOs d9 �� .{ e9 ( DESIGN ENGINEER. cn EX1STlNG' ). W y cn HOUSE (#238) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING , , ,k FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ,- TOF-706.79 / ; r ENGINEER BEFORE CONSTRUCTION CONTINUES. �., Assumed 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. .THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE. CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. c� �,' S a lU�, sue` jl f 7 WATER SUPPLY PROVIDED- BY TOWN WATER SERVICE, `� E aF 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. Lot 20 s P� s9�+ 9: ALL AREAS CLEARED FOR CONSTRUCTION 'SHALL BE RESTORED AS 14,086f S.F. AGREED UPON BY OWNER AND CONTRACTOR OR AS .OTHERWISE _ per PETER T.. DIRECTED BY THE APPROVING AUTHORITIES. MQr 28 o MCENTEE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE \ i p I' CIVIL Q 0. 35109 THE LOCATION.OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Parcel )65 r CONSTRUCTION, �.y 11, WHERE REQUIRED, .CONTRACTOR .SHALL REMOVE ALL. UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF' THE S.A.S. AND, \ ! j A=1-2'4."QO' REPLACE WITH CLEAN SAND. AS SPECIFIED IN• 310 CMR 255(3). - _ (G 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY R=1 593. 64' � AND IS NOT TO BE CONSIDERED. A PROPERTY LINE SURVEY. PROPOSED SEPTIC SYSTEM UPGRADE PLAN �o �"9 cw Edge of pvve/berm fv y cd, �o CENTERVILLE MA 1pL MA- Job b 9 9� . 238 RIVERVIEW LANE, , Prepared for: Copewide Enterprises, P:O. Box 763,. Centerville; MA. '02632 0 `/ ,/ 2' Surve in b R, Y ER VIEW EW � Engineering .by: Y 9 Y SCALE DRAWN JOB. NO. LANE 4o d OWNER OF RECORD EngineeringWorAw WARNER SURVEYING 1"=20' P:T,M... 153=08 CONRAD HOFFMAN 12 West Crossfield Road 22 Long Road D 238 •RIVERVIEW LANE Forestdole, MA� 02644 Harwich, MA ATE 02645 CHECKED SHEET NO. CENTERVILLE, MA 02632 (5b8) 477-5313 (508) 432-8309 4/17/08 P.T.M. 1 of 2 y