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03-029 (10) 579 COLES MEADOW RD BP-2020-0419 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:03 -029 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cate o`a: Inground Pool BUILDING PERMIT Permit# BP-2020-0419 Proiect# JS-2020-000710 Est.Cost:$82280.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: JAMES MCGILL 080888 Lot Size(sa.ft.): 281049.12 Owner: STARR ELISE L Zoning: RR(100)/WSP(100)/RI(32)/ Applicant. JAMES MCGILL AT. 579 COLES MEADOW RD Applicant Address: Phone: Insurance: PO BOX 6 (781) 826-6886 WC NORTH PEMBROKEMA02358 ISSUED ON.10/3/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.-IN GROUND POOL*BARRIER MUST BE IN PLACE BEFORE POOL IS FILLED* POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Si},Ynature: FeeType: Date Paid: Amount: Building 10/3/2019 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner • ) , 'f ' >• ''��``! A * t'7 .k' Y:: File#BP-2020-0419 APPLICANT/CONTACT PERSON JAMES MCGILL ADDRESS/PHONE PO BOX 6 NORTH PEMBROKE (781)826-6886 PROPERTY LOCATION 579 COLES MEADOW RD MAP 03 PARCEL 029 001 ZONE RR(100)/WSP(100)/RI(32)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid TypeofConstruction: IN GROUND POOL1-T i3E iN Pc•.A�f New Construction 16 f 0 fZe Poo i.. I S `gip Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 080888 3 sets of Plans/Plot Plan THE F LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I O ATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site.Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER`. § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only City of Northampton Status of Permit: ,> Building Department Curb Cut/Driveway Permit �A 212 Main Street Sewer/Septic Availability ..I '�. Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,A TER R,'E � N�DE OLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Proaertv Address: This section to be completed by office 591 COLES MEADOW ROADI DEPS.OF:BUILDING Lot Unit NORTHAMPTON, MA 01060 L NORTHA^^rTON.�: Zone Overlay District Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ELISE STARR 591 COLES MEADOW ROAD, NORTHAMPTON MA Name Prin Current Mailing Address: 413-535-8886 Telephone Signature 2.2 Authorized Agent: JAMES MCGILL PO BOX , N. PEMBROKE MA 02358 Name(Pr t) Current Mailing Address: Zk 781-826-6886 Sign re Telephone SE ION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1' 82,280.00 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 ing Building Permit Fee 4. Mechanical(HVAC) �I 5. Fire Protection anp 6. Total = (1 +2+3+4 +5) 82,280.00 Check Number This Section For Official Use Only Building Permit Number: DateIssued: Signature: Building Commissioner/Inspector of Buildings Date EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be tilled in by Building Department Lot Size 6.45 ACRES Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors F-1 Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [0 Siding [Ell Other[X] Brief Description of Proposed Work: INSTALLATION OF A SINGLE PIECE FIBERGLASS IN-GROUND SWIMMING POOL WITH AUTOMATIC L N VER Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, L`ss f 2.2 as Owner of the subject property hereby authorize JAMES MCGILL to act on my bet)alf, in all ma rs relative to work authorized by this building permit application. *h Signature Signature of Owner Date JAMES MCGILL as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. JAMES MCGILL Print Na 09/24/2019 Sign re of Owner Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: JAMES MCGILL CS-080888 License Number PO BOX 6, N. PEMBROKE MA 02358 05/30/2021 Address Expiration Date 781-826-6886 Signatur Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ CHERRY HILL CONSTRUCTION CORP. 135607 Company Name Registration Number PO BOX 6, N. PEMBROKE MA 02358 04/22/2020 Address AA, Expiration Date Telephone 781-826-6886 SECTI 10-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... No...... ❑ City of Northampton Massachusetts ' DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation("OCABR")regulates the registration of contractors and subcontractors performing improvements or renovations on detached one to four family homes. Prior to performing work on such homes,a contractor must be registered as a Home Improvement Contractor("HIC"). M.G.L.Chapter 142A requires that the"reconstruction,alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units....or to structures which are adjacent to such residence or building"be done by registered contractors. Note:If the homeowner has contracted with a corporation or LLC,that entity must be registered Type of Work: IN-GROUND SWIMMING POOL Est. Cost: 82,000.00 Address of Work: 591 COLES MEADOW RD, NORTHAMPTON MA 01060 Date of Permit Application: I hereby certify that: Registration is not required for the following rcason(s): Work excluded by law(explain): _Job under$1,000.00 Owner obtaining own permit(explain): Building not owner-occupied Other(specify): OWNERS OBTAINING THEIR OWN PERMIT OR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSIBILITES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the penalties of perjury: I hereby apply for a building permit as the agent of the owner: 09/24/19 JAMES MCGILL 135607 Date Contractor Name HIC Registration No. OR: Notwithstanding the above notice,I hereby apply for a building permit as the owner of the above property: Date Owner Name and Signature City of Northampton Massachusetts G DEPARTMENT OF BUILDING INSPECTIONS �- 212 Main Street • Municipal Building yJy cam Northampton, NA 01060 SSNjy ��� Massachusetts Residential Building Code Section 110.R5.1.2 Homeowner: Person (s) who own 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. Section 110.R5.1.3.1 Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.R5, provided that if a homeowner engages a person(s) for hire to do such work, then such homeowner shall act as supervisor. 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. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. City of Northampton �'•�" '. Massachusetts �' -X << DEPARTMENT OF BUILDING INSPECTIONS ; 212 Main Street •Municipal Building Svc . Northampton, MA 01060 rsNyy 3�`�a Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: 591 COLES MEADOW ROAD (Please print house number and street name) Is to be disposed of at: CHERRY HILL CONSTRUCTION - 722 WASHINGTON ST. PEMBROKE MA (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: NA (Company Name and Address) Signature of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston, MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): CHERRY HILL CONSTRUCTION CORP. Address: PO BOX 6 City/State/Zip: N. PEMBROKE MA 02358 Phone#: 781-826-6886 Are you an employer?Check the appropriate box: Type of project(required): 1.®I am a employer with 15 employees(full and/or part-time).' 7. ❑ New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 ❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.E]Roof repairs These sub-contractors have employees and have workers'comp.insurance.+ 14.00ther IN-GROUND POOL 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an 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 provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: STATE NATIONAL INSURANCE CO. Policy#or Self-ins.Lic.#: NFA0867507 Expiration Date: 04/18/2020 Job Site Address: 591 COLES MEADOW RD. City/State/Zip: NORTHAMPTON, MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify d r the pains and penalties of perjury that the information provided above is true and correct Signature: Date: 09/24/2019 Phone#: 78 26-6886 Official use Vnly. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,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 maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. 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 may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has 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 permittlicense applications in 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 future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. #617-727-4900 ext. 7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia r. `.R S . .. ... >,, .. ( lY. .. r ', :;ra •err_,!: +1r ` ., !; s. .t t`> ,ta.r:. 'tf .- s;ff 'y 'J." :C :er;"t ._ ,..fat�,fi i ;F...3, •)i; �� ;t'.lt•. ,. .r.� r. .. .. ..r !r,r.' f< !` a .,r. ",i. r t. , .. .. , r:itx• ,,.. ' .._i� `Fi, '>:C'• '.• f. .� ,r. S' (r:+s• 7� j.rt.:. )�'M, .y ditfJ'iUy<j )'l. i���'�lr it; rY :S,S.tt f; ., rl i�".i}.'1 i' r .. f::�. .ia 7r•ti! it,.f .. r 7!"tR` - ,fR"J- t� ,t1'., °�. :f it,.C,•$k r.1..,.)(;(F f�} S!` .f. r. .11- ..._. {r ie ',! '1:.+: rtr js.4 ?,� ,)t 'i�C ). ,Cf''...r ..;t,. �F.• °��T 7:(Ii rfr 'r"^ '� 1;. r .T";. { ".�+. r )i;' 1 )+f( f.!•. 'C.R f','". .,a ' .;1.:? ;6 `- 1'/ a ✓ . �t;:�,' it t' ; 1:T:1ir �i�"•1'. 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Y:(JL!`: - .•.t•1. .i .,,� `i= ,:f. 1.. !I%,'Art}}tv(ut, JQ�%i rJ .D, :`S.•#,., .f it e•.-,. .i _ •y, ,y - t::1�ri a) -e.:rli .. .tdi't' �.`N.P•P !�'j.3;j.Y c :7f:".i�itr•_)- rr4.�.:.rllitlr .. r'. ,`.i ` .Ii ' )f a,.,lit..r,r, 7. ,.«TL:. Y I;r +!'f! :r ....La�et::�.}j. ,f 1.) i'I ttf+ Z ,.� .._ "Y... .. I°.{ Ij.... ,:, it i)�ri.el.'•,(!', t1. '.1.. ., c,iF:.;1i:rLr rr: J: ., , - - "f,t.Lt�: t ',lii �-'.)i, 'y;s. � 3 ;l; ra`., rli� !:.ai':)dt,+l._ $ 'l+ c)'.�'f•.a +'r:. :i AC�& 79,/23/2019 E(MM/DD/YYYY) C CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kara Sandock NAME: Eastern Insurance Group LLCPHONE (508)393-7744 FAX AIC No): 155B Otis Street E-MAIL ADDRESS:ksandock@easterninsurance.cam INSURER(S) AFFORDING COVERAGE NAIC 1 Northborough MA 01532 _ _ INSURER AContinental Ins Co 35289 INSURED INSURER B:$tate National Insurance Co Cherry Hill Construction Corp INSURER C: dba Cherry Hill Pools & Spa/Yankee Fiberglass Pools INSURER 0: PO Box 6 INSURER E: — North Pembroke MA 02358 INSURER F: COVERAGES CERTIFICATE NUMBER:2019 Master Cherry Hill REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. N TR BR TYPE OF INSURANCE POLICY NUMBER POLY YY POLY EXP LIMITS X CMMIERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS44ADE OCCUR PREMISES GE ToRENTED $ 100,000 5083129319 4/11/2019 4/11/2020 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY FIJECTT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER Limited Potation Coverage at $ AUTOMOBILE LIABILITY COMBINED aNSINGLELIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED SCHEDULED AUTOS AUTOS 5083129353 4/11/2019 4/11/2020 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS $ AUTOS Peraa9dent $ iI PIP Basic $ X UMBRELLA LIAROCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I X iRETENTION$ 10,000 5083129336 4/11/2019 4/11/2020 $ WORKERS COMPENSATION XPER 0 AND EMPLOYERS'LIABILITY Y I N STATUTE ER ANYOFFICER/MEMBE IETOORIPAR NERIE ECUTIVE - NIA EL EACH ACCIDENT $ 500,000 B (Mandatory in NH) NFA0867507 4/18/2019 4/18/2020 ELDISEASE-EAEMPLO $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Northampton, MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Koegel/KSANDO -- ----��' ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 omann Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards ConstruCf ort"S'boprvisor CS-080888 ,l:5cpires:05/30/2021 JAMES A MCGILL PO BOX 6 _7-7 NORTH PEMBROKE MA 02358 - Commissioner Construction Supervisor Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters) of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)7273200 or visit www.mass.gov/dpl (;uFlw fowo�ffjiwa' V Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Type: Corporation Registration: 135607 CHERRY HILL CONSTRUCTION CORP . Expiration: 04/22/2020 P.O.BOX 6 i N.PEMBROKE,MA 02358 v Update Address and Return Card. SCA 1 t3 20M-05117 / r`��p�cn!»t49FuFcr�//t rI�.�`nJJU��adit(: Office of Consumer Affairs&Business Regulation Registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: TYPE:Corooration Office of Consumer Affairs and Business Regulation Reaistrafion 04(2212020 One Ashburton Place-Suite 1301 135607 Boston,MA 02108 CHERRY HILL CONSTRUCTION CORP. JAMES A.MCGILL � 722 WASHINGTON ST. Not valid without signature PEMBROKE,MA 02359 Undersecretary ZU1Z/ZUIb Intemarlonai Plumbing GodeU(IPU) all cases. I) t'WL LCHlV1P/l no r V DV ii ani.v 2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted BE IN ACCORDANCE WITH LCCA; 2011 ANSI/APSP/ICC-5 Residential Inground Swimming Pools Figure 2 in all cases. 2) THIS PLAN DOES NOT INCLUDE P( OR 2014 ANSI/APSPIICC-3 Permanently Installed Residential Spas 3.Raised bond beams are constructed as noted in Figure 3 in all GRADING,FENCING,WALLS BE Cl and Swim Spas cases. 3) ALL CONSTRUCTION SHALL BE D 2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance 4.Aboveground installations are constructed as noted in Figure 4 in all ALL LOCAL AND STATE REGULA1 i 2011 ANSI/APSP-16 cases. 4) CONTRACTOR SHALL VERIFY BUI 2012/2015 International Swimming Pool and Spa Code- Barriers are required where pools are on premises of UBC Group R, SURROUNDS OF INSTALLATION A j (ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies.The barriers ADDITIONAL NOTE 2007 ANSI/ASME-A112.19.8 must comply with Appendix Chapter 4 Division 1,of the UBC or IF POOL IS FURNISHED WITH DRAINS OR 2017 National Electric Code(NEC) Section 3109.4 of the IBC COMPLIANCE TO THE VIRGINIA GRAEME 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) DRAIN COVERS ASME At 12.19.8 2007 AT 3 I` Expansive soils: AND The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following ENTRAPMENT AVOIDANCE MUST BE INS', 1 and Table 4.The units comply with ANSI/NSPI-5,specified in additional installation details must be followed subject to code official's Section AG 103 1 of the IRC,and IAPMO IGC-2000',specified in the approval: CODE COMPLIANCE 1 UPC. A. MASSACHUSETTS Models described in Table 2,Table 3,and Table 4 can be placed up 1. All surfaces adjacent to the pool or spas must be excavated to a to 19-1/2 inches(49 5mm)above ground.These pools and spas may minimum depth of 12 inches(305 mm)beneath the pool bottom and COMMO"rEALTH OF THE MAS be placed with or without concrete or wood decking Unless elevated minimum 6 inches(152 mm)behind the pool walls. 780 CMR(9`L"ED.) portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by step 1 must be removed until INTERNATIONAL RESIDENTIAL etc.,these portions must be coated with a UV-inhibiting opaque paint exposed material is solid.If the soil is still soft and loose,the upper 6 INTERNATIONAL SWIMMING PC that is compatible with the laminate. inches(152 mm)of all horizontal excavation surfaces must be scarified All plumbing must comply with the IPC or UPC. Electrical work must and compacted with mechanical equipment.The compacted surfaces B, ELECTRICAL&PLUMBING comply with the code in effect at the construction site.The pool and and the excavated wall surfaces must be maintained in a moist spa must remain full of water at all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface. THE CONSTRUCTION AND INSTj the following statement,must be attached to the pumping equipment: The term compaction implies any method necessary to consolidate the AND BONDING,AND EQUIPMEA Notice-The pool or spa is designed to remain full of water at all times. native and fill materials to keep the pool or structure from settling. TO THE CURRENT ADOPTED NA The pool shell may be damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled ALL PLUMBING MUST COMPLY below the skimmer When appreciable draw-down is noticed or if it with granular import material to approximately 6 inches(152 mm) becomes necessary to drain the pool or spa,contact Viking Pools or its below the bottom of the pool or spa,wetted and compacted. POOL COMPLIES TO NSPI-5 dealers for instructions. 4. The remaining 6 inches(152 mm)must be backfilled beneath A permanent label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted clean indicating the Viking Pools dealer's name,address and telephone granular import material.The pool or spa must be filled with water as number. backfilling progresses to a level equivalent to that of the backfill.The backfill must be placed in compacted layers of approximately 6 inches Installation Procedure: (152 mm)while a uniform height of backfill is maintained around the Viking pools and spas may be installed without a soil investigation by a pool or spa registered design professional(ROP),subject to the building official's 5 Positive surface drainage away from the perimeter of the pool approval provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly G the site expansive soils.Surface area drains and surface drainage swales orVI KI N PQ 0L 5 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation pool or spa excavation of the soil around the perimeter and vicinity of the pool to prevent THE I-TA N DA RD =f FIBERGLASS 2 The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. the pool or spa Table of Contents — 3 The existence of any soil types with an angle of repose that will not Identification: P e General Notes support the walls of the excavation at desired slopes Viking pools and spas are identified by the following information I Expansive Soils 4. Danger to adjacent structures posed by the proposed pool or spa imprinted on the top step of the pool or spa:manufa:wrer's name P 2 Tables 1-4 2location (Viking Pools)and address,pool or spa model des_-• ation,a coded page 3 Figures 1-a r 5 The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESS--7014). P 4 Pool Models X confine sand or,z"clean gravel bedding The units also bear the label of the quality control agency,Columbia Research&Testing Corporation(AA-527). Page Pool Models Continued 0 If any of the conditions above is encountered,excavation must cease Hydro Zone Models w immediately The specified conditions at the site must then be reviewed Findings: That the fiberglass one piece swimming pools and spas are Page 6 Spa Models > and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 JP&p 7 ) Alternative Recirculation Systems EL approve the RDP's report before work is completed subject to the following conditions. The pool or spa excavation profile must coincide with the contours of 1 The construction and pooUspa installation comply with this report the pool The over excavation.s minimum 6 inches(152mm)on the and the manufacturer's instructions. Lel widt and deplR may vary up to 3%-ail dimensions are to outs de edge of coping measured Z I from parallel fires m �s n I'4 niuver nwvv a f av Cancun Deluxe CCX 16'x 35' 4'-3",:6'-6' 11500 . 381. S T e 0 Caribbean MR 16'x 40' 3'-6!'-6'-6"_ 17000 468 4 Type 0 Royal RY 8'x 10' RoyalCarmel FF 13'-8"x 30' 3'-6",6' 12000 345 5 T Shasta LRe 0 to iI lover LRS 7'x7'SW $'x 7x10' Chesapeake CP 112'x 31' 3'-7',5' 10500 292 5 Type 0 ShastaSpillover LRSSW 7 x8 Claremont V 14'x33' 5'-4" 11700 416 5 Types 0 Superior CS 8'x 12'-5" Clearwater SP 10'-11"x 20' 3'-5' ,5' 3600 165 5 Type 0 S. RorSplfloyer CSSW 9'x12-5' Coronado BHBI 15' 34' 3'-6",6'-6" 13000 416 5 e:0 Tahoe LOS 7-6"x 7-6" Delray B ll'-10"x 25'-5" 4'-6" 8100 264 5 Type 0 TAIIkw Spillover LOSSW 7-6"x8'-6' Ern rasa FRU 12'x 26' 3,'-,6;5'-8" ?60.0 275 5 Type 0 Hermosa VFTL G-10"x 10'-7" Fiji FJI 15'x 34' 3'-6",6' 12000 375 4 Type 0 Semicircle OCT 8'-4"x16' Free" rt, FP 12'x 25'-1" 3'r"5'-5" 6000 213 5 T e 0 Gulf Coast GC 15' 10"x 39'-7" 3'-5",7'-11" 19600 506 4 Type I GulfShore GS 15'-7"x 34'-8" 3'-:7",5'-10" 15000 423 4 TyOe 0 Island Breeze II BN 16'x 40' Y-15",8' 22000 585 4 Type 1 Jamaica LD. 9'-10"x_]9'-9" 3' Key West BFF 12'x 25'-7" 3'-7",6' 9000 230 5 Type 0 Lagunal(inn AO LG 14'x30' 3'-6 ,6'-r 10000 310 5 T e o TABLE e0 Laguna Deluxe LG)(- 14'x 30' 4%.0 9000 300 4 TypeO POOL C•D Lake Shore CD 16'x 33' 3'--r',5'-5" 15000 480 4 Type 0 WIDTH x LENGTH SW 4117 Majesty FR14 :14',30' 3'-6",6' 1120 377 5 e'0 llfmXl WD�f(t` > 8r 3`-S Malibu CRUD 12'x 26' 3'x 4'-7" 4400 209 5 Type 0 IHZE JWGE 8'-6"x 18' 5' Maui MTK 19'-e x.16' 3'-4" 4' 2300 103 ST yp e.0 Mediterranean BP 15'-8"x 38' 3'-7",5'-11" 17000 512 4 Type 0 Monaco AT 16',x 40' 3'=8",S' 21006 585 4 T Montego MT 14'x 35' 3'-7",5'-7" 12400 388 4 Type 0 Oceitibreeze 09 16`x 40' 18900 585 4 Type 0 Oceania BHGI 116'x 42' 3',7' 19300 516 5 Type 0 OI '`is FR36 110 x 35' 3=;6°s 6,70- 15250 510 3 0 Panama I BL 112'x(35'-39') 14'-V,4'-6" Varies Varies 4 Type 0 TABLE 2- POOLS Panama �6L 12'x(35'-45') d'-6",4'-6" Varies Vanes S T e 0 a• VE GROUND Poseidon PS 16'x 40' 3'-6',7' 17500 538 4 Type 0 • - • , Roif ck" RP 14'x;30' 3'=�'",3'-I1" 12800 $14 .4 T e 0 . ..___,._ AL ST Santa Barbara RS 14'x 30' 3'-6",6'-6" 125MI 326 4 Type 0 ififF a Sea Breeze K 14'-8"x 33'-9" 3'-5',8'-2" 16000 378 4,T"`e 0 MTK CM DXL L INST St.Lucia CM 12'-3"x 23'-11" 3'-6",5' 6000 211 5 Type 0 s LD ]3a- 0 396 4 e 0 U. t0bomas x Trinidad TND 16'x 44' 3'-6",7' 19300 562 4 Type 0 Tr3jon: :TM 14'-'xV V. 3'.7 5'-11" 33500 338 4 T_ e,0 z Tropicana MP 9'-6"x 14'-6" 4')4' 2500 115 5 T e 0 V,aiena ST 14'-+!"x7'-7" 3'-7=',5'-10" 10�1Db 288 �4 :e 0 T- a. Venice TGEN 116',40'-2" 3'-10"18'-6" , 16000 553 5 Type I z 2 ii VIFIBERC ACHAGALVANIZED �- FOR CLAY 10" (ADOBE) 3"THICK COMPACTED SOIL ONLY. FIG.2 SAND(TYPICAL) CONCRETE DECK 4"MIN.THICK COMPACTED GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE (ADOBE)SOIL ONLY. STONEDECK 6"X6"-W1 SAND OR 112"CLEAN GRAVEL WIRE MES 3' MIN• REBAR NC FIBERGLASS 6" -- POOL SHELL EACH WAS SLO ED 114"=1' " ��---�----� _ 6'' " 12" — — II�--- 10" III 1.I I1=1 I - } I I=1 I I=1 I FOR CLAY 1/4"GALVANIZED (ADOBE) II� 10" I CHAIN SOIL ONLY 3"THICK COMPACTED SAND(TYPICAL) III_ 4"MIN.THICK COMPACTED ( GRAVEL FOR CLAY I; (ADOBE)SOIL ONLY. SAND OR 12"CLEAN GRAVEL FIG, 3 6 �. FIBERGLASS POOL SHELL TYPICAL BOND BEAM CONSTRUCTION BRICK,FILLED BLOCK, 3' MIN. OR POURED CONCRETE 8" BACKFILLED DIRT 6"X6"-W1.4XW1.4 MAXIMUM WIRE MESH OR 24" REBAR NO.3,ON 2'0,C. EACH WAY FIG. 4 jl• a,• /%�//�� TYPICAL ABOVE GROUND INSTALLATION 12" ...' . III= 10" -I MAXIMUM II I I W THICK COMPACTED 191/2" OPTIONA 1` ) SAND(TYPICAL) MOUND DIRT WOOD DI III 4"MIN.THICK COMPACTED // AROUND POOL r GRAVEL FOR CLAY ! / /� APPROX.6" (ADOBE)SOIL ONLY. 11HI11=1 i 1=1 11=1 11= W i SAND OR 112"CLEAN GRAVEL CL -III FIBERGLASS 1 I(- a POOL SHELL 6„ _m W I 40' — 38' 35' 1 F 33'-8--- ro `4 n io Z9 e 3,.5. ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN -CC BREEZE-K B SEA 22,000 gal.approx. 17,000 gal.approx. 14,000 gal.approx. EA B gal.approx. 8 --40' 29'-e" 7 O GULF SHORES-GS 3 7" MONTEGO-MT LAGUNA DELUXE-LGX 0 15,000 gal.approx. 12,400 9,000 gal. CARIBBEAN-MR gal.approx. approx, r _ 17,000 gal.approx. c n� 30' 30' 30' v 'v v 'P 3'-7" 3,7 in 3,7" SANTA BARBARA-RS ST. THOMAS-L TRITON -TN ROCKPORT-RP 12,500 gal.approx. 13,700 gal.approx 13,500 gal.approx. 12,800 gal.approx. — —33' 27'.7. 38' c� LL h X Q 16' t0 < U' z w ii; 3E=T7777 6 3'7" E E FIJI-FJI LAZ�E- D 3 7" VALENCIA-ST KINGSTON-AP Z 12,000 gal.approx 15,000 gal.approx. 10,000 gal.approx. 17,500 Gal,Approx. m ? tV N � io i7 m`o m 3 4-7�^ m ST. LUCIA-CM TROPICANA-MP � _�3-� CARM - 6,000 gal.approx MALIBU-CRUD 2,500 gal.approx. 5 4,400 Gal.Approx. CAMBRIDGE - LN 12'0°0 g. Aa 18,000 gal.approx. E J�w 2p— 30' — 16' O �p O LI c7 y� O 3�" in CLEARWATER-SP — MAUI-MTK Aruba-ARU 3,600 gal.approx. LAGUNA-LG 2,300 gal.approx. 5,200 Gal.Approx. Barcell 10,000 gal.approx. 3'-5" 18,500 AVAILABLE TO 45' IN LENGTH 35' - - - 18. 26' o CID 3'.6' 6'-6° 3-6 5',8" 3' PANAMA II - BLag Gallons Vary OLYMPIA-FR16 EMPRESS- FR12 2,800 gal.pprox. 15,250 gal.approx. 7,600 gal.approx. z o > m > a m8 E m L O —42' 40'-2" 34'LLg 16 15' ^ � a _ _ m O J� rid C Z m o E 3' f 3'-6' 7 3'-10.. is — 6'-6.. m' POOL-HZE E "o Oceania- BHGI 3,600 gal.appw, Z a: 19,300 Ga..Approx Venice -TGEN Coronado-BHBI $ m u 16,000 gal.approx. 13,000 Gal.Approx. LL', 600 Gal.Approx. ruu tial,mpprux. mF 0 o �„ 10 � 12'_5„ T-J m m E m L D H coL � m' T zo C3 O g¢ L m 6, 3� 11�'''-L�—�,-,711 3' PLACID SPILLWAY-BOSSW ROYAL SPILLWAY- RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHA; 475 Gal.Approx. 600 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. (4 ® I m is � I in I E32. POOL-HZE POOL•HZDXS 3,600 gal.approx. 2,800 gal.approx 16' 3 Y - 10'-7" - j 8,-4" _T 6,-10„ � >1 m � m � c ' C m Flo W LL 0 b Em 0 10" � m SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL Zo m 400 Ga" Approx. 200 Gal.Approx. w a. 12 > of a AWS m E m Z CD "I TO PUMP NTP RAIN (��1 2ND DRAIN LOOR ORA1N 1/{Q VENT LINE—/ (SUCTION OUTLET) (SUCTION OUTLET) 2'Q OR LARGER CIRCULATION LINE HI ATMOSPHERIC VENT PIPE LENGTH MINIMUM-16'MAXIMUM=30' 16•MIN 'O OR EQUAL TO 24'MAX {EXAMPLE) CIRCULATION LINE OUT TOt GENERAL NOTES STANDARD NOTES. 1 THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURERS RECOMMENDATIONS. •.USE r SCHEDL E4C PIPE 2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM 1 2.00 NOT USE so DEGREE ELBOWS ON SUCTICN SIDE, 7 CHECK VALVES ANY BE NEEDED IF EQUIPMENT IS MM TW W'!'ABOVE WATER UNE 3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. A KEEP VALVES WITHIN S'OF THE PUMP ANaoR FTLrE4 4,THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSUASME Al 12.19 62007 AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSIIASME Al 12.19.6-2007 FOR ANTI,-HAIR AND BODY ENTRAPMENT AND ANSVAPSP-7 2013 STANDARD, S.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND MATERIALS OF CONSTRUCTION.REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON FILE WITH THE BUILDING DEPARTMENT, 6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. 7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS S.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM 9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. SUGGESTED DETAIL VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD 4 (CCVERMUST COMPLY VATH MODEL SP-1019 ANSVASME A112 19810) e� SUCTION OUTLET (MAIN DRAINr 42,90'ELBOWS o Q� tlIF" S•Y 3p'��v0=�5 •CI tfSt ^ S r T 2' ,a AKN DISTANCE MIN TO VENT TEE SUCt ON OU1LETC rO 2'L1 CONNECTION=1' FINISHED GRADE �. IMA!N DRAINI \ E ALL SUCTION 1X2.0 VENT UNE\ l /\ P?NG rO ALL VENT p PIP'NG 1& .140 n y.Q NOTES ALTERNATIVE SUCTION OUTLETS SYSTEM xc MAY INCLUDE 1 ON THE BOTTOM AND ONE ON OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON C7 VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS Z WILL NOT BE BLOCKED BY DEBRS. W INSECT INFESTATION,OR Q. 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