The URL can be used to link to this page

25A-182 (3) Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensati6n 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 retumed 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 permit/license 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 Office of Investigations would like to thank you in 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 number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ---- - -__ - 600-Washington-Street Boston, MA 02111 Tel. # 617- 727 -4900 ext 406 or 1- 877 - MASSAFE Revised 4-24-07 Fax # 617- 727 -7749 www.mass.gov /dia The Commonwealth of Massachusetts Department of Industrial Accidents • ` ' " Office of Investigations - ri 'r= ' � I , 600 Washington :S treet It s ! x 4. Boston, MA 02111 'N-4„. „,, www.mass gov%dia Workers' Compensation Insurance Affidavit: Builders/ Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name ( Business /Organization/Individual): L IIII I[Caw � - '1 7 -iv ' � N Address: "7 ' 14a i t-4 City/State/Zip: ' `(14A. r L. 1 hone #: l 3 6 _ 5 2 3 CO Are you an employer? Check the approp • fe box: Type of project (required): 1. ❑ I am a employer with ' ' �� a general contractor and I 6. T ew construct employees (full and/or part-time).* I ;, hired the sub - contractors . I am -a- sole proprietor- or partner- - - -- sted on the attached sheet. 7. _] Remodeling ship and have no employees These sub contractors have g. Demolition working for me in any capacity. employees and have workers' g Y _ - -- 9. 0 Building addition [No workers' comp. insurance comp. msurance $ _"`- —= required.] 5. 0 We are a coipomtton and its 10. Electrical repairs or additions 3. ❑ I am a.homeowner doing all work officers have exercised their 11.O Plumbing repairs or additions --- - myself [No workers' comp.: _ right of exemption perMGL 12. ❑ Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13. ❑ Other 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 employee& Below is the policy and job site information. — - -- — Insurance Company Name: Policy # or Self-ins. Lic. #: Expiration Date: 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 secure coverage as required under Section 25A of c. 152 can lead to the imposition of criminal penalties of 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. , Be. advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cei4fy under the p ins and penal s of perjury that the information provided above is true and correct Signa _ �ir _ Date. f ( 2-) ( Z Phone #: 'k l 6 2- Official use only. Do not write in this area, to be completed by city or town official City o r 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 #: 1 ARCHITECT J E F F R E Y S C O T T P E N N 77 Worthington Road, Huntington, MA 01050 tel. 413- 667 -5230 fax. 413- 667 -3082 jspsedli k erizon.net 15 February 2012 Letter of Understanding Northampton Conservation Commission DEP File # 246 -0658 Client: Spaces for Rent 94 Industrial Park Northampton, MA 01060 I have received, read, understand and shall comply with the Order of Conditions issued January 3, 2012 with DEP # 246 -0658. I will serve as Construction Control and will furnish the Building Commissioner with regular updates of my observations of the construction. The Owner will be responsible for maintaining all Stormwater BMP's. At the conclusion of the construction, I will submit a request for a certificate of completion. Z � � Jeffrey Scott Penn, Architect ARCHITECT J E F F R E Y S C O T T P E N N 77 Worthington Road, Huntington, MA 01050 tel. 413 -667 -5230 fax. 413- 667 -3082 jspsed N 15 February 2012 Sequencing Plan for Construction, and Erosion and Sediment control Northampton Conservation Commission DEP File # 246 -0658 Client: Spaces for Rent 94 Industrial Park Northampton, MA 01060 The construction of Building 10 for Spaces for Rent will be under the Construction Control of myself. We will follow all approved plans and issued conditions and will follow this sequence: 1. installation of silt fencing to protect the wetland (completed) 2. pre - construction on -site meeting with Conservation Commission 3. topsoil stripping 4. survey building location 5. excavate for frost wall 6. foundation then building construction • 7. after building construction, construct retention basins e-cr. -tsar purr fin. fGA - Tuo 8. file request for Certificate of Completion TOM) Jeffrey Scott P nn, Architect /*of OP ID: SB '4 � ° RO? CERTIFICATE OF LIABILITY INSURANCE DATE 02 /02 D/YVYY) 02/02/12 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 704-529-4411 NAME: ACT Stacie Brown Edwards, Church & Muse, Inc. 704 - 529 -4422 PHONE 704 227 -1350 FAx (A /C, No, Est): (NC, No): 704- 227 -1349 P. O. Box 12457 E -MAIL Charlotte, NC 28220 -2457 PRODUCERbrown @ecmins.com Donald E Hanson CUSTOMER ID #: BETCO -1 INSURER(S) AFFORDING COVERAGE NAIC # INSURED Betco, Inc. & Betco Habitat, INSURER A : Amerisure Mutual Insurance Co 23396 Inc. INSURERB: AmeriSUre Insurance Co. CIP (NC) I, LLC INSURER c : Chubb Insurance Group CIP (TX) I, LLC PO Box 1650 INSURER D Statesville, NC 28687 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR !NCR WVn POLICY NUMBER (M IY M /DDYYY) (MMIDD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 B X COMMERCIAL GENERAL LIABILITY CPP203290504 09/26/11 09/26/12 DAMAGE RENTED ( 100,000 PREMISES (Ea occurrence) $ CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY X PRO LOC $ JF(;T AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) B X ANY AUTO CA203228004 -01 09/26/11 09/26/12 BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) — X NON -OWNED AUTOS $ UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE $ 10,000,000 A CU203228304 09/26/11 09/26/12 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X WC STATU- OTH AND EMPLOYERS' LIABILITY TORY LIMITS ER YIN A ANY PROPRIETOR /PARTNER /EXECUTIVE WC2032284 -05 09/26/11 09/26/12 E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 C International Liab 7021- 36 -70CLT 09/26/11 09/26/12 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION SPAFO -3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Spaces For Rent ACCORDANCE WITH THE POLICY PROVISIONS. Att: Robert Foote 94 Industrial Park AUTHORIZED REPRESENTATIVE Northhampton, MA 01061 a.164 © 1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD A ` ° RO® CERTIFICATE OF LIABILITY INSURANCE ii2,i2o 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 Christine Sullivan NAME: Aquadro & Associates A Extl: (413)586 -7373 _ a No) (413)584 -0659 E - MAIL - - - -_ -- 355 Bridge St., P. O. Box 357 ADDRESS: PRODUCER 80006171 CUSTOMER ID #. __. _ Northampton MA 01061 INSURER(S) AFFORDING COVERAGE I NAIC # INSURED _INSURER A :NATIONAL GRANGE MUTUAL INS CO 29939 INSURER B . _ _ _ I _ Duffy Willard Trucking LLC INSURER C : PO BOX 60137 INSURER D : _ P.O. Box 60137 INSURER E : FLORENCE MA 01062 -0137 INSURERF: j COVERAGES CERTIFICATE NUMBER:CL113240283 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES 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. I _.. • . ADDL`3`t13� - - -- ( POLICY EFF POLICY EXP _ - __ _ ..___. _ - INSR TYPE OF INSURANCE LIMITS _LTR INSR WVD POLICY NUMBER (MMIDOKYYY] (MM/DD/YYYY) LIABILITY EACH OCCURRENCE $ E1 1, 000, 000 - -- 1 MA� - DA RENTED _. - -- - -- GENERAL LIABILITY PREMISES (Ea occurrence) $ 500,000 A I ' COMMERCIAL CLAIMS- MADE! X +OCCUR � 3/ 9204 r/17/2012 MED EXP (Any one person) $ 10,000 �---; PERSONAL & ADV INJURY I $ —. 1,009,000 _. _ . GENERAL AGGREGATE $ 2,000 , 000 GE AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 X I POLICY I JFf T 1 I LOC I{ -1 $ AUTOMOBILE LIABILITY ! COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 ANY AUTO I BODILY INJURY (Per person) $ A ; ALL OWNED AUTOS 149M29204 9M29204 I8/1/2011 /1/2012 BODILY INJURY (Per accident) X I SCHEDULED AUTOS I PROPERTY DAMAGE XJ HIRED AUTOS I (Per accident) $ i i X I NON -OWNED AUTOS I Hired Car Liability $ 'SA06 $ UMBRELLA UAB EXCESSUAB I OCCUR EACH OCCURRENCE I $ -- -� - -- -- - -- CLAIMS -MADE AG GREGATE $ - DEDUCTIBLE � $ RETENTION $ $ A ` O N WC STATU- OTH -1 AND EMPLOYERSELUCBILITY Y / N , TORY LIMIIS ER _ _ _ 1 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? I NIA E.L. EACH ACCIDENT k-II - $ _ 500,000 (Mandatory in NH) M29204 3/17/2011 ,3/17/2012 E.L. DISEASE - EA EMPLOYE $ 500, 000 I If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT I $ 500,000 I I DESCRIPTION OF OPERATIONS / LOCATIONS !VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. SPACES FOR RENT 94 INDUSTRIAL DRIVE NORTHAMPTON, MA 01060 AUTHORIZED REPRESENTATIVE Johanna Kostek /JLK tY•D' ?IA,— ACORD 25 (2009/09) ©1988 -2009 ACORD CORPORATION. All rights reserved. INS025 (2009091 The ACORD name and logo are registered marks of ACORD ACORD CERTIFICATE OF LIABILITY INSURANCE ii2,i2o"2") 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 Christine Sullivan NAME: Aquadro & Associates x .Ext): (413) 58 -7373 — j (aC No): (413)584 -0859 EMAIL .._. _._ 355 Bridge St., P. 0. Box 357 ADDRESS: PRODUCER 00001412 _U-sTOMER ! D 1 . • Northampton MA 010 61 INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A :Main Street America Insurance 29939 INSURER B :National Grange Mutual 14788 Duffy Willard Paving & Excavating LLC INSURER C PO BOX 60137 INSURER D INSURER E: FLORENCE MA 01062 -0137 INSURERF: COVERAGES CERTIFICATE NUMBER :CL1132402838 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. I R � UBR' POLICY EFF POLICY EXP LT TYPE OF INSURANCE LIMITS LTR INSR NSR I W POLICY VD POCY NUMBER �. (MMIDDIYYYY) (MMIDD/YYYY) 1 GENERAL LIABILITY EACH OCCURRENCE 1$ 1,000,000 F _l DAMAGE TO RENTED X , COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ 500,000 ' A CLAIMS -MADE LX 'OCCUR NtP89022S 3/17/2011 3 ` MED EXP (Any one person) ' $ 10,000 i I PERSONAL & ADV INJURY $ 1,000,000 1 - _ EG NERAL AGGREGATE i $ 2,000,000 G _ N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 1$ 2,000,000 ! X :POLICY , 1 , � 1 1 LOC . 1 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT I (Ea accident) $ ANY AUTO BODILY INJURY (Per person) , $ - ALL OWNED AUTOS BODILY INJURY (Per accident) $ • SCHEDULED AUTOS -- _ I PROPERTY DAMAGE ' $ HIRED AUTOS j (Per accident) NON -OWNED AUTOS 1 $ $ UMBRELLA UAB I i OCCUR EACH OCCURRENCE 1$ _ EXCESS UAB CLAIMS -MADE AGGREGATE $ DEDUCTIBLE -_- - -- $ RETENTION $ B WORKERS COMPENSATION WC STATU- OTH- TORY LIM)IS CR AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETOR/PARTNER /EXECUTIVE N NIA E.L. EACH ACCIDENT $ _ 500 , 000 OFFICER/MEMBER EXCLUDED? WC1 390225 3/17/2011 1 3/17/2012 (Mandatory in NH) E L. DISEASE - EA EMPLOYE $ 500,000 If ye, describe under .. - - DES OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS !LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. SPACES FOR RENT 94 INSUSTRIAL DRIVE AUTHORIZED REPRESENTATIVE NORTHAMPTON, MA 01060 Johanna Kostek/JLK �� ""' - �, `� - Y r g�1>L ACORD 25 (2009/09) ©1988 -2009 ACORD CORPORATION. All rights reserved. INS025 rzooso9) The ACORD name and Togo are registered marks of ACORD Aco ® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) _1/300012 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 M R BANAS INSURANCE AGENCY INC CONTACT NAME: DBA BANAS FICKERT INS AGCY EASTHAMPTON, MA 01027 PHONE (NC, No, Ext): (413) 527 -0288 FAX (A /C, No): (413)27 -0849 E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Libert Mutual Grou INSURED INSURER B : KEITH A TARDY DBA K & T CONCRETE SERVICE INSURER C : BOX 60293 INSURER D : FLORENCE MA 01062 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 12286579 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MM /DDIYYYY) (MM /DD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENII_ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ POLICY PRO- LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT jEa accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS HIRED AUTOS AUTOS OON -OWNED PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WC2 -31 S- 367888 -021 2/26/2011 2/26/2012 WC STATU- TH o- AND EMPLOYERS' LIABILITY Y / N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 100000 OFFICER/MEMBER EXCLUDED? N NIA (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 100000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state MA. KEITH A TARDY IS COVERED BY THE WORKERS' COMPENSATION POLICY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SPACES FOR RENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 94 INDUSTRIAL DR ACCORDANCE WITH THE POLICY PROVISIONS. NORTHAMPTON MA 01060 AUTHORIZED REPRESENTATIVE Jeff Eldridge © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD CERT NO.. 12286579 CLIENT CODE: 1393152 Deb Derochemont 1/30/2012 9:33:21 AM Page 1 of 1 This certificate cancels and supersedes ALL previously issued certificates. rrrs - Lib - Gu1G U r 1PitAl N FtrUlH7 1 41..1 OGI 07IU r.uuLtuU1 CERTIFICATE OF LIAk3ILI I Y INSUKAN(. L J 0zio3 /zoi2 PRODUCER (413).527 -5520 FAX (413) 527 -5970 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Finck & Perras Insurance Agency, Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE EXTEND OR HLDER. THIS CERTIFICATE DOES NOT 6 Campus Lane ALTER THE COVERAGE AFFORDED BY THE PO BELOW. Easthampton, MA 01027 INSURERS AFFORDING COVERAGE NAIC # INSURED JOHN C HAMILTON DBA INSURERA NGM Insurance Company 14788 DBA: TIN MAN HEATING & AIR CONDITIONING INSURER B! 39 SPRING ST INSURER c: EASTHAMPTON , MA 01027 INSURER D: _ INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADdL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY BxPl T1 N � t 7R NSW.. DATP IMMIDDPr fTAYf IMMI f _ GENERAL LIABILITY MP630293 01/08/2012 01/08/2013 EACH OCCURRENCE s 1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED E Sao 000 CLAIMS MADE t "'1 OCCUR MED EXP (Any one person) S 10 000 A PERSONAL 8 ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,000 000 T POLICY PRO- ' JECT LOC AUTOMOBILE LIABILTY COMeINEO SINGLE LIMIT ANY AUTO (Ea accident) ALL OWNED AUTOS BODIY INJURY SCHEDULED AUTOS (Pee `Bon) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Pet accident) PROPERTY DAMAGE (Pet eceideM) GARAGE OAEIIUTY AUTO ONLY - FA ACCIDENT S. ANY AUTO OTHER THAN EA ACC $ AUTO ONLY. AGG S EXCESS/UMBREUA LIABILITY EACH OCCURRENCE $ 7 OCCUR a CLAIMS MADE AGGREGATE -... 5 5 r-- -- DEDUCTIBLE S RETENTION S a WORKERS COMPENSATION AND WC830239 02 /10 /2012 02/10/2013 i WC T PITS 1 1%7 EMPLOYERS' LIABILITY WC830239 02/10/2011 02/10/2012 EtCACMACCIDENT a 100,000 A ANY PROPRI[TORIPARTNCR2XECUTME OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE S 100.000 K ea, oeeatDe and r SPECIAL PROVISIONS b&ow E.L. DISEASE • POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VWHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WALL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Spaces For Rent BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILrl 94 Industrial Drive KIND UPON THE INSURE ITS AGENTS OR REPRESENTATIVES• Northampton, MA 01060 A E• REP ENTA E NW ACORD 25 (2001108) (///6)&67-jeio? CACORD CORPORATION 1988 TOTAL P.001 A °R°. CERTIFICATE OF LIABILITY INSURANCE DATE(MM /DD/YYVY) 1/30/2012 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 M R BANAS INSURANCE AGENCY INC CONTACT NAME: DBA BANAS FICKERT INS AGCY EASTHAMPTON, MA 01027 PHONE (A/C, No, Ext): (413) 527 -0288 FAX (AIC, No): (413) 527 -0849 E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : _ Libert y Mu tual Gro INSURED INSURER B : KEITH A TARDY DBA K & T CONCRETE SERVICE INSURER C: BOX 60293 INSURER D : FLORENCE MA 01062 INSURERS: INSURER F : COVERAGES CERTIFICATE NUMBER: 12286579 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. ILTRR TYPE OF INSURANCE INS- WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MMIDDIYYYY) (MM /DD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ _ POLICY PRO- LOC $ .F(;T AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ _ ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) AUTOS AUTOS $ NON -OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB _ CLAIMS -MADE AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION WC2-31S-367888-021 2/26/2011 2/26/2012 WC sTATU- ¶ - AND EMPLOYERS' LIABILITY Y / N TORY LIMITS ER ANY PROPRIETOR/PARTNER /EXECUTIVE E.L. EACH ACCIDENT $ 100000 OFFICER/MEMBER EXCLUDED? N N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 100000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 1D1, Additional Remarks Schedule, if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state MA. KEITH A TARDY IS COVERED BY THE WORKERS' COMPENSATION POLICY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SPACES FOR RENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 94 INDUSTRIAL DR ACCORDANCE WITH THE POLICY PROVISIONS. NORTHAMPTON MA 01060 AUTHORIZED REPRESENTATIVE )46.-AU,t'A_ 1 i Jeff Eldridge 47C, © 1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD CERT NO.: 12286579 CLIENT CODE: 1393152 Deb Derochemont 1/30/2012 9:33:21 AM Page 1 of 1 This certificate cancels and supersedes ALL previously issued certificates. Bk: 10777 Pg: 334 Zoning Board of Appeals - Decision City of Northampton Hearing No.: ZBA- 2012 -0007 Date: December 12, 2011 MINUTES OF MEETING: Available in the Office of Planning & Development ■ 1, Carolyn Misch, as agent to the Zoning Board of Appeals, certify that this is a true and accurate decision made by the Zoning Board and certify that a copy of this and all plans have been fled with the Boa►d and the City Clerk on the date above. I certify that a copy of this decision has been mailed to the Owner and Applicant • Q rui kL NOTICE OF APPEAL An appeal from the decision of the Zoning Board may be made by any person aggrieved and pursuant to MGL Chapt 40A, Section 17 as amended, within (20) days [30 days for a residential Finding] after the date of the fling of this decision with the City Clerk The date of Ming Is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of Northampton. ( � , I t ; ■ ;. ' i DEC 1 2 2011 l i ._1 1 January 3, 2012 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Zoning Board of Appeals was filed in the Office of the City Clerk on December 12, 2011, that twenty days hav elapsed since such filing and that no appeal has been filed in this matter. Attest: . (� Cl erk P it? ( City of Northampton GeoTMS® 2011 Des Lauriers Municipal Solutions, Inc. pro---- r 3 A . FgriaCI A. P A Bk: 10777 Pg: 333 Zoning Board of Appeals - Decision City of Northampton Hearing No.: ZBA- 2012 -0007 Date: December 12, 2011 4 ,11 III APPLICATION TYPE: SUBMISSION DATE 2 sssss Commercial Finding 10/3/2011 Bk: 10777Pg: 333 Page: 1 of 2 Recorded: 01/11/2012 11:69 AM Applicant's Name: Owner's Name: NAME: NAME: • 94 Indusbial Drive, LLC cfo Robert T. Foote, 94 Industrial Drive, LLC c/o Robert T. Foote, J ADDRESS: ADDRESS: P.O. Box 177-94 industrial Drive P.O. Box 177-94 industrial Drive • TOWN: STATE: ZIP CODE TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01080 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 94 INDUSTRIAL DR G1(100)/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved w/ Conditions MAP: I BLOCK I LOT: MAP DATE SECTION OF BYLAW: 25A 182 001 I Chpt 350- 9.3: Pre - existing Nonconforming TOWN: STATE I ZIP CODE: Book I P•W: Structures or Uses May be Changed, 2034 007 Extended or Altered. PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK 2 ADDITIONAL STORAGE BLDGS (15 X 200 & 65 X 115) HARDSHIP: CONDmON OF APPROVAL 1) All stormwater requirements shall be met In accordance with Dept of Public Works Standards. 2. Permit Valid upon final approval of ell permlts including permit from Planning Board. FINDINGS: • The Zoning Board of Appeals granted the Finding based on the materials and graphics submitted with the application. The Findings of the Board under Section 9.3 for the change to a non - conforming use were based on the plans and information submitted with the application. The Board found the following: 1. The proposed project did fall under section 9.3. 2.. Under section 350-9.3 found that the change did not involve a sign (see § 350-7 for signs) and the change does not increase the nonconforming nature of the property and does not create any new zoning violation (such as further reducing a setback or minimizing open space). COULD NOT DEROGATE BECAUSE FILING DEADUNE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 11/8/2011 12/3/2011 12/22/2011 REFERRALS IN DATE HEARING DEADUNE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE. 11/26/2011 12/7/2011 12/8/2011 12/22/2011 1/1/2012 FIRST ADVERTISING DATE HEARING DATE: VOTING DATE DECISION DATE: 11 /24/2011 12/8/2011 12/8/2011 12/12/2011 SECOND ADVERTISING DATE: HEARING TIME VOTING DEADLINE: DECISION DEADLINE: 12/1/2011 7:45 PM 12/22/2011 1/11/2012 MEMBERS PRESENT: VOTE: Elizabeth Silver votes to Grant Malcolm B.E Smith votes to Grant Dav/d Bloomberg votes to no action needed Bob Riddle votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Malcolm B.E Smith I Elizabeth Silver 3-0 Granted w/ Conditions GeoTMS® 2011 Des Lauriers Municipal Solutions, Inc. • Bk: 10777 Pg: 337 • • January 4, 2012 • I, Wendy Mazza, City Clerk of the City of Northampton,' hereby certify that the Decision of the Northampton Planning Board was filed in the Office of the City Clerk on December 13, 2011, that twenty days have elapsed since such filing and that no appeal has been filed in this matter., .(iLic 1 Attest! City erk City of Northampton AMBER: 88MP88IRR, Pitui4ellAteRBGISTBR . • PATRICIA A. A • Bk: 10777 Pg: 336 r Planning - Decision City of Northampton Hearing No.: PLN -2012 -0006. Date: December 13, 2011 C. The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area; and D. The requested use will not overload, and will mitigate adverse impacts on, the City's resources, including the effect on the City's water supply and distribution system, sanitary and storm sewage collection and treabnent systems, fire protection, straits and schools. The construction materials and methods for water lines, sanitary sewers, storm sewers, fire protection, sidewalks, private roads, and other infrastructure shall be those set forth In the Northampton Subdivision Regulations E. The requested use meets any spade! regulations set forth In this chapter. F. Compliance with the following technical performance standards: (1) Curb cuts onto streets shall be minimized Access to businesses shall use common driveways, existing side streets, or loop service roads shared by adjacent lots when possible. More than one curb cut shall be permitted only when necessary to minimize traffic and safety Impacts. (2) Pedestrian, bicycle and vehicular traffic movement on site must be separated, to the extent possible, and sidewalks must be provided between businesses within a development • (3) Major projects, except in the Central Business Disbict, must be designed so there is no increase in peak flows from the one- ortwo- and ten -year Soll Conservation Service design storm from predewiopment conditions (the conallton at the time a site plan approval is requested) and so that the runoff from a four- to ten -inch rain storm (first flush) is detained on site for an average of sbr hours. These requirements shall not apply H the project will discharge Into a City storm drain system that the Planning Board finds can accommodate the expected discharge with no adverse Impacts. In addition, catch basins shall incorporate sumps of a minimum of three feet and, If they will remain privately owned, a gas trap. - COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 11/17/2011 12/1/2011 12/22/2011 REFERRALS IN DATE HEARING DEADUNE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 11/24/2011 2/3/2012 12/8/2011 12/22/2011 1/2/2012 FIRSTADVERIISING DATE HEARING DAM: VOTING DATE DECISION DATE: 11/24/2011 12/8/2011 12/8/2011 12/13/2011 • SECOND ADVERTISING DATE HEARING TIME - VOTING DEADLINE: DECISION DEADLINE: 12 11/2011 _ 9:00 PM 3/7/2012 3/7/12 MEMBERS PRESENT: VOTE Andrew Weir votes to No Action Needed - --. r\ Debin Bruce votes to Grant : ��; � �? l� �5 : Marilyn Richards votes to Grant ti `s r i 1 Katharine G. Baker votes to Grant ! F , � Lo DEC 1 3 2011 `! '�. • Stephen Gilson votes to Grant -.� Jennifer Dleringer votes to Grant Mark Sullivan votes to Grant C:1 " C - I : Francis Johnson votes to Grant ON MADE BY: SECONDED BY: COUNT: DECISION: Katharine G. Baker Jennifer D/eringer 7-0 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning 3 Development 1, Wayne Faiden, as agent to the Planning Board certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been flied with the Board and the City Clerk on the date shown above. I certify that a copy of this eclsion has been mailed to the Owner and Applicant • f )4aryli . Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuent to MGL Chapt. 40A, Section 17 as amended within twenty (20) days after the date of tre filing of the notice of the decision with the City Clerk The date is listed above. Such appeal maybe made to the Hampshire Superior Court with a certified copy of the appeal sent to to City Clerk of the City of Northampton. GeoTMSM 2011 Des Lauriers Municipal Solutions, Inc. Bk: 10777 Pg: 335 Planning - Decision City of Northampton Hearing No.: PLN -2012 -0006 Date: December 13, 2011 1;1 � I l i � i ,� I� 1 ,j Ill 4 1 . I''I �11 1 i[ APPLICATION TYPE SUBMISSION DATE: ,w,Ls PB Major Site Plan I 1013/2011 8k; 10777Pg: 338 Page: 1 o13 Applicant's Name: Owner's Name: Recorded: 01/111201211:b8 AM NAME NAME 94 Industrial Drive, LLC do Robert T. Foote, FOOTE ROBERT T JR ADDRESS: ADDRESS: P.O. Box 177-94 Industrial Drive P.O. BOX 177 TOWN: STATE I ZIP CODE TOWN: STATE 1 ZIP CODE NORTHAMPTON MA 01060 _ NORTHAMPTON MA 01061 -0177 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413) 584.3379 0 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 94 INDUSTRIAL DR GI(100)/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved With Conditions MAP: BLOCK LOT: MAP DATE SECTION OF BYLAW: 25A 1 182 ! 001 i Chpt. 350- 11: Site Plan Approval TOWN: ' STATE I ZIP CODE Book .pc 2034 007 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK • 2 ADDITIONAL STORAGE BLDGS (15 X 200 d 65 X 115) HARDSHIP: • CONDITION OF APPROVAL 1) Prior to Issuance of a permit; the applicant must show that stormwater standards for TSS removal and detention of a 10 year storm are adequately met as determined by Office of Planning and Development and Department of Public Works staff. 2 Prior to start of the construction or issuance ofa building permit, the applicant must comp/ate stormwater management operation, Inspection and maintenance agreement that defines and ensures long term maintenance of the proposed stormwater system to the satisfaction of the DPW. 3. Lighting on Building 10 only shall not exceed 3 foot- candles. Bulb wattage shall be reduced to attain this level. The protect shall meet all other lighting standards in the zoning. FINDINGS: The Planning Board based its decision to grant the site plan on the request for site plan approval based on the following information submitted and as revised at the hearing: 1.94 Industrial Drive Spaces for Rent New Storage Buildings 9 and 10, prepared by Heritage Surveys, Inc Dated September 29, 2011 with final revision date of December 7, 2011. Sheets 1 -5. 2. Revised Drainage Calculations New Storage Buildings 9 and 10 Spaces For Rent; Prepared by Heritage Surveys, Inc. dated September 29, 2011 with final revision date of December 7, 2011. 3. Supplemental Information and Memo from Heritage Surveys to City of Northampton Conservation Commission dated November 18, 2011. In granting the major site plan, the Board found that • A. The requested use protects adJoining premises against seriously detrimental uses and B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, minimize traffic impacts on the streets and roads In the area. If applicable, this shall Include considering the location of driveway openings in relation to traffic and aa:4acent streets, access by public safety vehicles, the arrangement of parking and loading spaces, and provisions for persons with disabilities: and: (2) The project Inducting any concurrent road Improvements, will not decrease the level of service (LOS) of all area Clty and state roads or Intersections affected by the protect below We existing conditions when the protect is proposed. GeoTMS602011 Des Lauriers Municipal Solutions, Inc. Plant Species Suitable for Use in Bioretention - Herbaceous Species Species Moisture Regime Tolerance Morphology General Comments Charectemtics Scientific Nome mdleator Habitat Pond ng Sea OW Mb4ts Insects/ Exposure Form NMIgN Root System Native Week* Common Nana Status lays) Grease Disease eR Sophvre;eporsCa FAG Mess 1.2 Si M _ M S u n ,..,, Sheet tie 407t7 Sneem No sae Frus stars aednwat Japanese mode tree rarooum aswaom •ACW Mesita s£ _ _ M hi Sun 0 Twecesy single 15 1013 Shelia* Yes Low Not wee 6oatnweo Raid cypress HO* partial sun stem tree to panting in wean treat rrwta dcc oentars FACW Mears tc 2 A M M M N Sun to Demo ince. `AS Seas** No Lars Evetgrsen artor tae ma Mse c Pdfl & awn stern tree Zeskova sonata F AC J Meat r .2 •.1 M H S■.n Dent shade t3l RS Sfartov, No Law Branches can spit - :aperase zaGtcva _ — tee r sassy n atoms Z C n C Q b 0 C to 11 Nigh Tolerance FACU Facultative Upland • Usually occur in non - wetlands however, occasionally found in wetlands IZI M Medium Tolerance FAC Facultative • Equally likely to occur in non - wetlands and wetlands lz L Low Tolerance FACW Facultative Wetland - Usually occur in wetlands, however. occasionally found in non - wetlands. -1 OBL Obligate Wetland • Almost always occur in wetlands tv . Adapted from the Prince George's County Design Manual & cia the Center for Watershed Protection for the use of bioretention in Stormwater Management w (i, Plant Species Suitable for Use in Bioretention - Herbaceous Species Species Moisture Regime Tolerance Morphology General Comments Characteristics Scientific Mare Indicator Habdar Pawing Sal OW testae neeasi Eaposura Form Height Root System Native WlIdafe Common tram Status (days) (crease Mesas" Ptdanus eceaute FACW Music 2.4 H _ _ M Sun Large tree 't380 bnaw rs ow No low Tree roots can hea .urston piano -tree s deeatlts P'ararws ocaaertais r' ACW Mea+c- 4.6 M M M M Sun Lilo tree 7O410 Stwkrw Yes Med Edge and pervneter. sycamore Herm fret a a tnerwnnan• preterite, tree is also pram to wndthrow reputes ae,rorocs FAC Xer4- 46 H -i H Stan Large tree roe% 75100 Stull** 'Yes row Short rued easterncottonnvoed teyc sOreadtng teanches -- (Lairds O+ctYL�r FAC'W M644 t13 4-6 H _ H t+ Sk:n Lrye tree 75100 Sha v Yes HO One of the ter Swamp wP'RC oas wet Mast pertrat sal growing t aitY Quercus coc,',ree FAC Mes:c 1 -2 H U M M Sun tier tree 5045 Snafu* to Yes r+gn scarlet oars IOW C/1 ; QuevCVS rnaGrCCa pa FAC WANK IA 2. 4 N Ft N M Sal L ung 75107 Taproot No H+,gr Nana to Midwest C b t Oak oe4 Moot tree QWrcus paersees F ACW Meat- 4-6 rf ri it N Sun large Stu 13080 Stlaaoe, to Yes u,so _ -n pm oak Helm! `t rep !roux CO O:Nreus pnMOS i. AC Masao to 0 r1 _ - ht Sun Lie tier Lai 7S Sna ern► Yes r• qn fast gramng ;wl m.Caw oast eat Mesa C r Qsamus Mix FAC Memo 2 -4 M ei t.1 to Sin i° '..uge sprs+a 60-611 Lew 'apaod • ..:gn tea Cis pasta .0 tree 0 E Querc;rs sn.arearur FAG Aresz Z-4 H r n M 54n to age sp Weq 0480 Deep taproot tie H o Native to Sauheast Sht,tnards red o44. _ parbat sun true N p N High Tolerance FACU Facultative Upland - Usually occur in non - wetlands. however, occasionally found in wetlands M Medium Tolerance FAC Facultative - Equally likely to occur in non - wetlands and wetlands Fri L Low Tolerance FACW Facultative Wetland - Usually occur in wetlands, however. occasionally found in non - wetlands N OBL Obligate Wetland - Almost always occur in wetlands Adapted from the Prince George's County Design Manual & 0, the Center for Watershed Protection for the use of bioretention in Stormwater Management w Plant Species Suitable for Use in Bioretention - Herbaceous Species Spacers Moisture Regime Tolerance Morphology General Comments Charscleristks Scientific Nave. Indicator HAWAII Pending Sall Qdi Maws Insects/ Exposure Form Height Root System Hauer Wildlife Common Name Status kings) Grease (Ness. 440( rrcn+m FAC Mesic- 4e H H H H Partial sin SY+pls to ma- 50.70 Shorter Yts Nye - rat maps Hyalc stem tree armanc er ceneoensrs FAC *sic 2.4 H M H Partial sun 5-nge to mad 'Q Snai4Cwr Yes Hy0 Not recommended tot Wedbush sh stern tree twt tear gshdi mos FACW Merue- 4-6 _ rr M M H Pattie' sun Single to mutely 5.115 StsseOw Yes Mgt Not saunas 10 er Deck N1dne start tree bronze tech bore 5.404 pop,4Faa r AC Kent, 4-6 H H M N t Parma sun Sk+Oe to Ma- 3660 SNaow to No HO Name t0 New Enp4M Bray NO HrCn4 stem tree deep sees r Prernus amard.ra ;AC +A 2-4 M 4 H n Sun Lards use 5040 Jeep Yes Lon nett ash F•wrtui Pertnerr,erca FAC# Vest 46 M H n H Parrui ern :sup tree 415 Stator to Yes L:* - Breen ash _ deep Gr.Ao Um, FAC Mes,c 2•4 H H t4 H S. Letge fret 5067 S4aaow t0 No Lon Avotl 1 nM spouse, AeadenAae tree deep othrutw oda from Prue Gsame WiC60003 ;AC AMU: : -4 n M M Sin Srm t cooped 50.75 Strom to Yes Low S.sct Morisse,stWy rineYtount aide tree deep ambit E' twoo 0 Jurve,rus 7 C1 Most 2- H H _ H Sat Dense save 50. Taproot Yes very rr + E,erdreen t30 eastern too Pala NenC ` seam use b • ,amber srcrecdsa FA' aits�C -- r O -! 4 H M "6,0 lade tree 50-70 Deep'W0ol Yes Hgn E4e 740 waster sweet Bb^' trW a a mamtaumce < protean - nos/sytraoca F AC;'r Mew - 4- 4 H H S✓ ape use .070 Sauson YM Nqn - PACK Bum H1i01C deep Taproot tV n H hilgh Tolerance FACU Facultative Upland • Usually occur in non - wetlands, however, occasionally found an wetlands z M Medium Tolerance FAC Facultative - Equally likely to occur in non- wetlands and wetlands L Low Tolerance FACW Facultative Wetland - Usually occur in wetlands, however. occasaonaly found in non - wetlands Fe 0BL Obligate Wetland - Almost always occur In wetlands Adapted from the Prince George's County Design Manual & sz the Center for Watershed Protection for the use of bioretention in Stormwater Management rt w w Plant Species Suitable for Use in Bioretention - Herbaceous Species Specks Moisture Tolerance Morphology General Comments Regime Characteristics scwrnrlc indicate. Habitat vending Salt or+ Metals Insects/ Exposure Form $.dgIN Root NON* MNOM. Comma, Nan. Status (days) Grimm ol.iet.. System 1.s .apes C i. Marc 1.2 t M Sun a 8rosa4.a.W 6.1? _ eel Low - Lsasel-wAte. Vegteta sewde SOCKSAXiS seut,0 Swett Sple , totpegls communs FAG Cry 1 -2 M H M M-$ Stn Mammas you> 34 D. No Hip &swam 'ccvrpnssa' Mesc- tomb common Anpar Maus Junrpaus nontontars FAC 10 1-2 M H H U Sun WOW strut) 0.3 0sap No n91 Etirpr.sn la Hem" Mss c- Wool „rd.r. D.n17M F ACLN Manic to 2 - H - _ H S..0 Upnytt s r1 o 6.12 Deep Yee Ht�1 lecoeusn wet M.sx Wynca panrsylva+uca P.1: Mestc 2 4 1 M M H Spat to Rounded, compra1 64 Srublve Yes liityl Cadelet pan Spaces bayberry Ramat s..n unitm I, Phyfoc.puf opvip.s FAG Dry Masc. 2 M H Sun Upright tend) 61? Snaluw V. Msd May b. ddtrt.d to naffipark tome locate Maw t Viburnum odes/tom FAG& Maw . ' 3 H r H R6 S0010 RO.:ndld. compacted 68 Stogies Yes Hen - C nW W n wad r01.1.1 pane+ sun entuo el , Z Vroum in oMtaLm :AC Masx to 2-4 H r6 H Sufi to Uputt mutt 9-' Snow* Yes 1 Hitt el anew eooa wet petal sun Slerirvd stvt0 t�urnan nugo R AG Mast 2 - R H h Sun to U pt N Mt- d 10 Sn.vw Y es Hyn b " TM .�.. _ WA! sun slimmed srouo _ 0 E to tv — rl High Tolerance FACU Facultative Upland - Usually occur in non - wetlands, however. occasionally found to wetlands n M Medium Tolerance FAC Facultative - Equally likely to occur in non - wetlands and wetlands b L Low Tolerance FACW Facultative Wetland • Usually occur in wetlands, however. occasionally found in non - wetlands FO' OBL Obligate Wetland - Almost always occur to wetiands N Adapted from the Prince George's County Design Manual & the Center for Watershed Protection for the use of bioretention in Stormwater Management cl va co N Plant Species Suitable for Use in Bioretention - Herbaceous Species Species Moisture Tolerance Morphology General Comments Regime Characteristics Wont,* Nee o Indlcata Haman Pending Sag Olt Metals insects: Espvurt Form Height Root Natlw WWI* Comm Name Status (days) Grease Wean System Amnia arbofoia FACW Meac t 2 n _ 14 L4 Sun to °sca Arous strap 6.17 _ yes trg GUCCI n G bang stabaQe 4Pyrrs ard.k1ota! W4 son Tonnes" drought red rJwkabem/ .. Cwnra endow FAC Mew to 2 4 H _ _ W Stn to Ovad sntuo 3.17 Shasow 1os Med Coastal pt on {petits sweet cepperbush OA Mete rye_ -e._.. , p�ai 4r/n - - ...___ Cams S r o r b n e f a r a FACW Mesti 2.4 •t M H M Sun a Arcwg . spewing a- to Snake. Yee I 1 1 .News more iCom6s sancta} Hyry¢ snack W1-d comas** * moesiute rod MAW dopoOd a^as — Canes smanum ;AC Mes.c 1 2 an - M Sun to Bfoad -* .ed 6.17 +es oar Good bank atatoto LAY 049000a - parity sun Eumyrn0.,s tuPOpaeus * AC. Mcyz. 1 - M Li M - t I S:,n to L prof demo o.a 10.17 Snaky, No Nu spawruee New gnat irvub naroemeet vvytwna FAC Mess. 2 - 4 M M M M Sun Of Vasa- Mte compact 40 Shalom Yea ww mtct hazel snack snub 4 H donyaaum FAC Met 2. H M M H Stn O.ad .tvuo 36 Shale* Ye !Aad - ctxt>nwrt Sr Jona s roes C N. yaara GAC W Meets 10 2.4 H M v k WI to ::ongt1 cane &vub trl7 Shicaw Yes ' CoaStai plain soave II rtkGery are Mes c _ v , r ar'w urn to is. vaac44ra FACW Mss.c to 2-4 !4 I H Sat to Sprbadung stvi 6 .49r) 17 ShalOw yes r, t 1 aultMOMrt 1 ' «e Maw i — 1_ , pantai sit . Cn O H High Tolerance FACU Facultative Upland • Usually occur in non - wetlands however. occasionally found in wetlands M Medium Tolerance FAC Facultative • Equally kkely to occur in non-wetlands and wetlands ro L Low Tolerance FACW Facultative Wetland - Usually occur in wetlands. however. occasionally found in non - wetlands N OBL Obligate Wetland - Almost always occur in wetlands. b Adapted from the Prince George's County Design Manual & Fs the Center for Watershed Protection for the use of bioretention in Stormwater Management N ti a w ro w Plant Species Suitable for Use in Bioretention - Herbaceous Species Specks Monks, Repine Toistarke Motphology Cionstal Comments Charactenencs &lend* Mins Indca or NARA Pending Sol OW Melds Insectsl Exposure Forte Iletikt Root Nano* ~He Common Name Status (days) Grew* Meese System ' . L000ta Sophatiei f , LUUS COrrueuld0f$ PAC kilesw. Sent 1-2 H L H H Sue Gnus 2 - 3 Flame Yes Hile Mamba of DV te iSf00,47efoa Seale* *Rune famal Ortoclea serrawaa f AC W Shade 1,35 H sedsaas tarn, tatacaaan Pitchysondro tawnorais F 4 Cu kbos< 1 2 M Shade Evwgfeed _ f Wows No L 0* - _ _ 4prwrse catr oftx.rd Sham wear Prt4,01 rugeturn FAC to PAestc 2 H _ _ r, Sun of Guise 4-5 F ;mous Yea migo Can swede het react graSS FACru SneSe Steams and !oath hechl M 6 V nca 'ni F AC '.., MOW 1-2 H SOS. E■eareeo _ Floarous ..o Low Soma* to sot gage peeverSde wood Shadow corepaceon are pH COM ceaflgee I _ - VitC41 Mtrifl F ACU Aterot 1 0 Stag* Eve wean _ FteNauS "...o Low _ _ L of,? _ W WII cefsevere gra"' SPeares Z covet . . Y., " E' ndiad ;Ma — a : re akesers 00 >et tang.* L ID - ,_- c.ravra coneauwef L . . . _ _.___ ......._ _ ___....._ 0 -e- rt t■.7 — H High Tolerance FACU Facultative Upland - Usually occur in non-welands. however. occasionally found in wetlands n M Medium Tolerance FAC Facultatve • Equally likely to occur in wetlands and non-wetlands s.) L Low T &mance FACW Facultative Wetland - Usually occur in wetlands, however. occasionally found in non-wetlands 1:3 08L Obligate Wetland • Occur almost always u wetlands a --t t..) Adapted from the Prince George's County Design Manual & -cz the Center for Watershed Protection for the use of bioretention in Stormwater Management z oci co (.,.., cz. Plant Species Suitable for Use in Bioretention - Herbaceous Species Specks Moisture Regime Tolerance kieritheloilY General Comments Characteristics Scientific Now indicator Habitat Ponding Sail 0.01 Metals Insetted Exposure Form Height Root Rarive WUd $s Common Nurse Status (days) Grass Disease System Agrosas alma FAC Mss+c -Mot ' H _ H Hr Sr' Js Grass 2.3 Ftwous Yes H+aJ redtop S1Mrow dnaopogon srwo FAC DryMesec- 1.2 Sun Grass 2-3 FhG.rous Yes High biuMoint Maw StrWow Arkrosogon w? cus _ Viet 2 t. - Fur sun Cites* 1 .3' Yea no Totarant of oroomsedge meadow Notating water inks and drought 1 - 1 1 _., uer v:rtpVlpdea OBL Freshwater 2-4 L _ Sun to Grass 2. Rtrzotne Yee Htgh 10 sedge marsh pitta um 2he+011e gaofa CLeacnarnpya Caespfosa FACW Masao to 2-4 n H .1 Sun Cons 2 3 Famous Yes ri gh May Pecans tutted MWgr.ss wet Mew %eow 41Y315.1W CJyc.fW OSL Freshwater i-2 L Par;ai Gram 2-0 Rn¢ofne Yes str _ to low mannagfae, /*reed marsh SRade to 11.41 •.t manneress scores st as i C Heave hoax FaCti Mesrc t-2 N Sun c,srgf.er _ F AefoZS ho t,0* Engtia ivy wren SNticrao f t taascuS paustns n$ raerf9Jen tv o H High Tolerance FACU Facultative Upland - Usually occur in non - wetlands, however, occasionally found in wetlands. T3 M Medium Tolerance FAC Facultative - Equally likely to occur in wetlands and non - wetlands L Low Tolerance FACW Facultative Wetland • Usually occut in wetlands, however. occasionally found in non - wetlands. tv OBL Obligate Wetland - Occur almost always in wetlands tz Adapted from the Prince George's County Design Manual & N the Center for Watershed Protection for the use of bioretention in Stormwater Management co and seasonal landscaping maintenance thereafter. comply with MassDEP's guidance. When bioretention areas are located along roads, care must be taken In many cases, a landscaping contractor working during plowing operations to prevent snow from elsewhere on the site can complete maintenance being plowed into the bioretention areas. If snow tasks. Inspect pretreatment devices and bioretention is plowed into the cells, runoff may bypass the cell cells regularly for sediment build -up, structural and drain into downgradient wetlands without first damage, and standing water. receiving the required water quality treatment, and without recharging the groundwater. Inspect soil and repair eroded areas monthly. Re -mulch void areas as needed. Remove litter and debris monthly. References Treat diseased vegetation as needed. Remove and Center for Watershed Protection, 2000, Bioretention replace dead vegetation twice per year (spring and fall). as a Water Quality Best Management Practice, Article 110 from Watershed Protection Techniques; http: // Proper selection of plant species and support during www. cwp .org/Downloads /ELC_PWP110.pdf establishment of vegetation should minimize —if not Federal Highway Administration , YEAR, Bioretention eliminate —the need for fertilizers and pesticides. Fact Sheet, http: / /www.fhwa.dot.gov /environment/ Remove invasive species as needed to prevent these species from spreading into the bioretention area. Low Impact Development Center, 2003, Drainage Replace mulch every two years, in the early spring. Upon _ Bioretention Specification, http: / /www. failure, excavate bioretention area, scarify bottom and lowimpactdevelopment .org /epa03 /biospec.htm sides, replace filter fabric and soil, replant, and mulch. A summary of maintenance activities can be found on Prince Georges County, 2002, Bioretention Manual, the previous page. http:// www .goprincegeorgescounty.com/der/ bioretention.asp Because the soil medium filters contaminants from runoff, the cation exchange capacity of the soil media Puget Sound Action Team, 2005, Low Impact will eventually be exhausted. When the cation Development, Pp. 174 - 184 http: / /www.psat.wa.gov/ exchange capacity of the soil media decreases, Publications / LID _tech_manual05 /LID_manua12005. ( change the soil media to prevent contaminants pdf from migrating to the groundwater, or from being discharged via an underdrain outlet. Using small U.S. Environmental Protection Agency, 1999, shrubs and plants instead of larger trees will make it Stormwater Technology Fact Sheet, Bioretention, EPA easier to replace the media with clean material when 832 -F -99 -012, http : / /www.epa.gov /owm/mtb /biortn. needed. pdf Plant maintenance is critical. Concentrated salts in U.S. Environmental Protection Agency, 2005, National roadway runoff may kill plants, necessitating removal Management Measures to Control Nonpoint Source of dead vegetation each spring and replanting. The Pollution from Urban Areas, Publication Number operation and maintenance plan must include EPA 841 -B -05 -004, Pp. 5 -29 http: / /www.epa.gov /nps/ measures to make sure the plants are maintained. urbanmm/ This is particularly true in residential subdivisions, where the operation and maintenance plan may University of North Carolina, assign each homeowner the legal responsibility www.bae.ncsu.edu/topic /bioretention to maintain a bioretention cell or rain garden on www.bae.ncsu.edu /stormwater /PublicationFiles / his or her property. Including the requirement DesigningRainGardens2001.pdf in the property deed for new subdivisions may alert residential property owners to their legal responsibilities regarding the bioretention cells constructed on their lot. Cold Climate Considerations Never store snow in bioretention areas. The Operation and Maintenance plan must specify where on -site snow will be stored. All snow dumps must Structural BMPs - Volume 2 1 Chapter2 page 28 On -site soil mixing or placement is not allowed if are adjacent to parking areas, allow three inches soil is saturated or subject to water within 48 hours. of freeboard above the ponding depth to prevent Cover and store soil to prevent wetting or saturation. flooding. Test soil for fertility and micro - nutrients and, only Most bioretention cells have an overflow drain if necessary, amend mixture to create optimum that allows ponded water above the selected conditions for plant establishment and early growth. ponding depth to be closed to an underdrain. If the bioretention system is designed to exfiltrate, the Grade the area to allow a ponding depth of 6 to 8 underdrain is not connected to an outlet, but instead inches; depending on site conditions, more or less terminates in the bioretention cell. If the bioretention ponding may be appropriate. area is not designed to exfiltrate, the underdrain is connected to an outlet for discharge or conveyance Cover the soil with 2 to 3 inches of fine - shredded to additional best management practices. hardwood mulch. Construction The planting plan shall include a mix of herbaceous During construction, avoid excessively compacting perennials, shrubs, and (if conditions permit) soils around the bioretention areas and accumulating understory trees that can tolerate intermittent silt around the drain field. To minimize sediment ponding, occasional saline conditions due to road loading in the treatment area, direct runoff to the salt, and extended dry periods. A list of plants that bioretention area only from areas that are stabilized; are suitable for bioretention areas can be found at always divert construction runoff elsewhere. the end of this section. To avoid a monoculture, it is a good practice to include one tree or shrub per To avoid compaction of the parent material, work 50 square feet of bioretention area, and at least 3 from the edge of the area proposed as the location of species each of herbaceous perennials and shrubs. an exfiltrationg bioretention cell. Never direct runoff Invasive and exotic species are prohibited. The to the cell until the cell and the contributing drainage planting plan should also meet any applicable local areas are fully stabilized. landscaping requirements. Place planting soils in 1 -foot to 2 -foot lifts and All exfiltrating bioretention areas must be designed compact them with minimal pressure until the to drain within 72 hours. However, rain gardens are desired elevation is reached. Some engineers suggest typically designed to drain water within a day and are flooding the cell between each lift placement in lieu thus unlikely to breed mosquitoes. of compaction. Bioretention cells, including rain gardens, require Maintenance pretreatment, such as a vegetated filter strip. A stone Premature failure of bioretention areas is a significant or pea gravel diaphragm or, even better, a concrete issue caused by lack of regular maintenance. level spreader upstream of a filter strip will enhance Ensuring long -term maintenance involves sustained sheet flow and sediment removal. public education and deed restrictions or covenants Bioretention cells can be dosed with sheet flow, a for privately owned cells. Bioretention areas require surface inlet, or pipe flow. When using a surface careful attention while plants are being established inlet, first direct the flow to a sediment forebay. Alternatively, Bioretention Maintenance Schedule piped flow may be introduced Activity Time of Year Frequency to the bioretention system via an Inspect & remove trash Year round Monthly underdrain. Mulch Spring Annually For bioretention cells dosed Remove dead vegetation Fall or Spring Annually via sheet flow or surface inlets, Replace dead vegetation Spring Annually include a ponding area to allow Prune Spring or Fall Annually water to pond and be stored Replace entire media & Late Spring/early As needed* temporarily while stormwater all vegetation Summer is exfiltrating through the cell. Where bioretention areas Paying careful attention to pretreatment and operation & maintenance can extend the life of the soil media Structural BMPs - Volume 2 1 Chapter 2 page 27 Dimensions for Filter Strip Designed Specially to Provide Pretreatment for Bioretention Area Parameter Impervious Area Pervious Areas (lawns, etc.) Maximum inflow approach length 35 75 75 100 (feet) Filter strip slope (max =6%) <2% >2% <2% >2% <2% >2% <2% >2% Filter strip minimum length (feet) 10 15 20 25 10 12 15 18 Bioretention areas must not be located on slopes of runoff) if intended to be used for water quality greater than 20 %. When the bioretention area is treatment (Stormwater Standard No. 4), the required designed to exfiltrate, the design must ensure vertical recharge volume if used for recharge (Stormwater separation of at least 2 feet from the seasonal high Standard No. 3), or the larger of the two volumes if groundwater table to the bottom of the bioretention used to achieve compliance with both Stormwater cell. Standards 3 and 4. For residential rain gardens, pick a low spot on the Cover the bottom of the excavation with coarse property, and route water from a downspout or sump gravel, over pea gravel, over sand. Earlier designs pump into it. It is best to choose a location with full used filter fabric as a bottom blanket, but more sun, but if that is not possible, make sure it gets at recent experiences show that filter fabric is prone to least a half -day of sunlight. clogging. Consequently, do not use fabric filters or sand curtains. Use the Engineered Soil Mix below. Do not excavate an extensive rain garden under large Engineered Soil Mix for Bioretention Systems trees. Digging up shallow feeder roots can weaken Designed to Exfiltrate or kill a tree. If the tree is not a species that prefers • The soil mix for bioretention areas should be a moisture, the additional groundwater could damage mixture of sand compost and soil. it. Size the bioretention area using the methodology o 40 % sand, set forth in Volume 3. o 20 -30% topsoil, and 0 30 -40% compost. Design Size the bioretention area to be 5% to 7% of the area • The soil mix must be uniform, free of stones, draining to it. Determine the infiltrative capacity stumps, roots or similar objects larger than 2 of the underlying native soil by performing a soil inches. Clay content should not exceed 5 %. evaluation in accordance with Volume 3. Do not use • Soil pH should generally be between 5.5 -6.5, a a standard septic system (i.e., Title 5) percolation test range that is optimal for microbial activity and to determine soil permeability. adsorption of nitrogen, phosphorus, and other pollutants. The depth of the soil media must be between 2 and • Use soils with 1.5% to 3% organic content and 4 feet. This range reflects the fact that most of the maximum 500 -ppm soluble salts. pollutant removal occurs within the first 2 feet of • The sand component should be gravelly sand that soil and that excavations deeper than 4 feet become meets ASTM D 422. expensive. The depth selected should accommodate Sieve Size Percent Passing the vegetation. If the minimum depth is used, only 2 -inch 100 shallow rooted plants and grasses my be used. If 3 /4 -inch 70 -100 there is a Total Maximum Daily Load that requires '/a -inch 50 -80 nitrogen to be removed from the stormwater U.S. No. 40 15 -40 dischrges, the bioretention area should have a soil U.S. No. 200 0 -3 media with a depth of at least 30 inches, because • The topsoil component shall be a sandy loam, nitrogen removal takes place 30 inches below the loamy sand or loam texture. ground surface. If trees and shrubs are to be planted, • The compost component must be processed the soil media should be at least 3 feet. from yard waste in accordance with MassDEP Guidelines (see http: / /www.mass.gov /dep /recycle/ Size the cells (based on void space and ponding reduce /leafguid.doc). The compost shall not area) at a minimum to capture and treat the required contain biosolids. water quality volume (the first 0.5 inch or 1 inch Structural BMPs - Volume 2 I Chapter 2 page 26 Decentralized bioretention cells can also reduce Not all bioretention cells are designed to exfiltrate. Only the the size of storm drain pipes, a major component infiltration requirements are applicable to bioretention cells of stormwater treatment costs. Bioretention areas intended to exfiltrate. enhance the landscape in a variety of ways: they improve the appearance of developed sites, provide Ap�iicab it i windbreaks, absorb noise, provide wildlife habitat, Bioretention areas can provide excellent pollutant and reduce the urban heat island effect. removal for the "first flush" of stormwater runoff. Properly designed and maintained cells remove Planning Considerations suspended solids, metals, and nutrients, and can Filtering bioretention areas are designed with infiltrate an inch or more of rainfall. Distributed an impermeable liner and underdrain so that around a property, vegetated bioretention areas the stormwater may be transported to additional can enhance site aesthetics. In residential BMPs for treatment and /or discharge. Exfiltrating developments they are often described as "rain bioretention areas are designed so that following gardens" and marketed as property amenities. treatment by the bioretention area the stormwater Routine maintenance is simple and can be handled may recharge the groundwater. by homeowners or conventional landscaping companies, with proper direction. Both types of bioretention areas may be used to treat runoff from land uses with higher potential pollutant Bioretention systems can be applied to a wide loads. However, exfiltrating bioretention areas may range of commercial, residential, and industrial be used to treat runoff from land uses with higher developments in many geologic conditions; they potential pollutant loads, only if pretreatment has work well on small sites and on large sites divided been provided to achieve TSS removal of at least 44%. into multiple small drainage areas. Bioretention If the land use has the potential to generate runoff systems are often well suited for ultra -urban settings with high concentrations of oil and grease, other where little pervious area exists. Although they types of pretreatment, i.e., a deep sump catch basin require significant space (approximately 5% to 7% of and oil grit separator or a sand filter, is required prior the area that drains to them), they can be integrated to discharge of runoff to an exfiltrating bioretention into parking lots, parking lot islands, median strips, area. A filtering bioretention area may also be and traffic islands. Sites can be retrofitted with used as a pretreatment device for an exfiltrating bioretention areas by replacing existing parking lot bioretention area or other infiltration practice that islands or by re- configuring a parking lot during exfiltrates runoff from land uses with a potential to resurfacing. On residential sites, they are commonly generate runoff with high concentrations of oil and used for rooftop and driveway runoff. grease. Effectiveness To receive 90% TSS removal credit, adequate Bioretention areas remove pollutants through pretreatment must be provided. If the flow is piped to filtration, microbe activity, and uptake by plants; the bioretention area a deep sump catch catch basin contact with soil and roots provides water quality and sediment forebay should be used to provide treatment better than conventional infiltration pretreatment. For sheet flow, there are a number or structures. Studies indicate that bioretention areas pretreatment options. These options include: can remove from 80% to 90% of TSS. If properly • A vegetated filter strip, grass channel or water designed and installed, bioretention areas remove quality swale designed in accordance with the phosphorus, nitrogen, metals, organics, and bacteria specifications set forth in Chapter 2. to varying degrees. • A grass and gravel combination. This should consist of at least 8 inches of gravel followed Bioretention areas help reduce stress in watersheds by 3 to 5 feet of sod. (source: North Carolina that experience severe low flows due to excessive Stormwater Manual, 2007, http: / /h2o.enr.state.nc.us /su/ impervious cover. Low -tech, decentralized documents /Ch12- Bioretention oot.pdf) • bioretention areas are also less costly to design, Pea diaphragm combined with a vegetated filter install, and maintain than conventional stormwater strip specially designed to provide pretreatment technologies that treat runoff at the end of the pipe. for a bioretention area as set forth in the following table. (source: Georgia Stormwater Manual and Claytor and Schuler 1996) Structural BMPs - Volume 2 I Chapter 2 page 25 ',AR... 1 :'1, .Mf K Y . {.," ' ` 1 y ` Special Features: .trsz, Lss� tam .s.szl :A mms • Can be lined and sealed r` • • to prevent recharge where Y -\\ . . appropriate - - "- :r.„---- 7 - " • Adequate pretreatment is .. .m 4__ ,_> , , . � "‘-') essential w -j; r J 1 •Not recommended in areas .A'. -�.• V ‘` ----- with steep slope . "" • Depth of soil media depends _ __ PLAN V IEW on type of vegetation that is f., proposed L �., '• • Soil media must be 30 inches rl :P.N. f~A'.IPAI:Y #r E' "" _ deep to achieve removal of �___._ , t / '\ nitrogen lot -i 1 PROFILE i R Pe.. RA'rl) _ TYPICAL, SECTION EXAMPLE OF BIORETENTION adapted from the Vermont Stormwater Manual - Advantages/Benefits: • Can be designed to provide groundwater recharge and preserves the natural water balance of the site • Can be designed to prevent recharge where appropriate • Supplies shade, absorbs noise, and provides windbreaks • Can remove other pollutants besides TSS including phosphorus, nitrogen and metals • Can be used as a stormwater retrofit by modifying existing landscape or if a parking lot is being resurfaced • Can be used on small lots with space constraints • Small rain gardens are mosquito death traps • Little or no hazard for amphibians or other small animals Disadvantages /Limitations: • Requires careful landscaping and maintenance • Not suitable for large drainage areas Maintenance Activity Frequency Inspect and remove trash ' Monthly Mow 2 to 12 times per year Mulch i Annually Fertilize Annually Remove dead vegetation Annually Prune Annually Structural BMPs - Volume 2 ( Chapter 2 page 24 Description: Bioretention is a technique that uses soils, plants, and microbes to treat stormwater - before it is infiltrated and /or discharged. " ` *r' r Bioretention cells (also called rain gardens in '. , ,- -- . -, residential applications) are shallow depressions ^. a7 ti , .;, , , -,E filled with sandy soil topped with a thick layer of - a f- ! .. - , < r af ri . , , mulch and planted with dense native vegetation. „ S.7: ` _ t' '' t . ' -,4 -4x Stormwater runoff is directed into the cell via �'" piped or sheet flow" The runoff percolates through � , 1 a , At, the soil media that acts as a filter. There are two types of bioretention cells: those - -4 ' ' that are designed solely as an organic filter ? Y + 4 y "– � " ; . . ° . _ , t filtering bioretention areas and those configured to recharge groundwater in addition to acting as • 'a .* .' - a filter exfiltrating bioretention areas. A filtering :11%,-,-' -, °' . ! " bioretention area includes an impermeable 4° .' , . • liner and underdrain that intercepts the runoff before it reaches the water table so that it may be conveyed to a discharge outlet, other best management practices, or the municipal storm drain system. An exfiltrating bioretention area has an underdrain that is designed to enhance exfiltration of runoff into the groundwater. Ability to meet specific standards Standard 4 Description 2 -Peak Flow N/A __�.__ —.`� 3 - Recharge i An exfiltrating bioretention area provides groundwater recharge. 4 - TSS I 90% TSS removal credit with adequate pretreatment Removal 5 - Higher a Can be used for certain land uses with higher potential pollutant loads if lined and sealed Pollutant until adequate pretreatment is provided. Adequate pretreatment must include 44% TSS Loading i removal prior to infiltration. For land uses that have the potential to generate runoff with high concentrations of oil and grease such as high intensity use parking lots and gas stations, adequate pretreatment may also include an oil grit separator, sand filter or equivalent. In lieu of an oil grit separator or sand filter, a filtering bioretention area also may be used as a I, pretreatment device for infiltration practices exfiltrating runoff from land uses with a potential __ _ to generate runoff with high concentrations of oil and gre _ _ i fi - Dis charg es Good option for discharges near cold -water fisheries. Should not be used near bathing �� T4 near or to ! beaches and shellfish growing areas. Critical Areas _m._...z _ 7 - ? Suitable with appropriate pretreatment Redevelopment Pollutant Removal Efficiencies • Total Suspended Solids (TSS) 90% with vegetated filter strip or equivalent • Total Nitrogen 30% to 50% if soil media at least 30 inches • Total Phosphorus 30% to 90% • Metals (copper, lead, zinc, cadmium) 40% to 90% • Pathogens (coliform, e coli) Insufficient data Structural BMPs - Volume 2 1 Chapter 2 page 23 Stormwater Management System Inspection & Maintenance Log Stormwater Management System Inspector Name: Building #9 & #10 94 Industrial Drive Nor thampton, MA Date: Contractor Name: Weather: Inspection ❑ and/or Maintenance Cl Specified Major Storm Event Inspection/Maintenance ❑ Inspection/Maintenance ❑ ❑ Vegetation Restoration ❑ Sediment Removal ❑ Cleaning Rip Rap ❑ Cleaning Basin ❑ Cleaning Bio- Retention Area ❑ Mulch INSPECTION & MAINTENANCE NOTES Page 2 of 2 94 Industrial Drive - Building #9 & 10 Attachment A Bio Retention Area In accordance with guidance of the Massachusetts Stormwater Handbook, Structural BMPs — Volume 2 Chapter 2, Pages 23 through 35: - Replace mulch at least once every two years in the early spring. - Failure of the bio- retention area can occur if sediment and debris is allowed to build up to the point where infiltration and plant growth is inhibited. - Inspect bio - retention area regularly for sediment build -up, structural damage and standing water. - Inspect soil and repair eroded areas and remove litter /debris monthly. - Remove invasive species as needed to prevent these species from spreading into the bio - retention area. -Upon failure, excavate bio- retention area, scarify bottom and side soils, and then add soil and replant. -Avoid use of salts, fertilizers and pesticides. - Never store snow in bio- retention area. BIO RETENTION AREA MAINTENANCE SCHEDULE ACTIVITY TIME OF YEAR FREQUENCY Inspect and remove trash Year round Monthly Mulch Spring Annually Remove dead vegetation Fall or Spring Annually Replace dead vegetation Spring Annually Prune Spring or Fall Annually Replace entire media & all Late Spring/early As needed* vegetation Summer *Paying careful attention to pretreatment and operation & maintenance can extend the life of the soil media Rip Rap Areas The rip rap areas shall be inspected at least two times per year, Spring and Fall remove sediment and debris as needed. Replace stone in required to maintain original design. Illicit Discharge There shall be no illicit discharge to the stormwater management systems, on the entire site, including wastewater discharges and discharges of stormwater contaminated by contact with process wastes, raw materials, toxic pollutants, hazardous substances, oil or grease. Record Keeping and Annual Reports Records shall be maintained by owner at their offices as described above and shall document all routine and emergency maintenance work performed by owner to the stormwater management system and shall bear the signature of the individual supervising the work. Annual reports documenting the inspection and maintenance of the stormwater management system shall be certified by Registered Professional Engineer and submitted to the Northampton Depai tfflent of Public Works and the Northampton Office of Planning and Development no later than October l' of each year. ATTACHMENT A Stormwater Facility Maintenance Schedule Name of Project: 94 Industrial Drive, LLC, New Storage Building #9 & 10 Project Location: 94 Industrial Drive, Northampton Northampton Assessor's Map, Parcel: Map 25A, Parcels 182 & 187 Book: 9665 Page: 249 Owner of the Stormwater System: 94 Industrial Drive, LLC and the successors as their interest may appear as owner of record of the property. Responsible Party for Operation & Maintenance of Stormwater System 94 Industrial Drive, LLC and the successors as their interest may appear as owner of record of the property. Financial Responsibility for Operation & Maintenance of Stormwater System: 94 Industrial Drive, LLC and the successors as their interest may appear as owner of record of the property. Maintenance Schedule Drainage System The owner shall contact a licensed contractor qualified to perform the necessary maintenance to the stormwater system. The contractor shall perform the necessary maintenance to remove sediment, and debris from the stormwater system. The sediment and debris shall be properly disposed of. The owner shall inspect the stormwater management components as described below and after major stormevents (a major stormevent is defined as a storm that is equal to or greater than the 2 year, 24 hour stormevent - generally 2.9 to 3.6 inches of rain in a 24 -hour period). Pavement Maintenance If needed, paved areas shall be swept at least two times per year, Spring and Fall. If needed an additional cleaning shall be performed after fall leaf debris has ceased. Routinely pick up and remove litter from the paved areas and perimeter landscape areas. All materials from maintenance of paved areas shall be disposed in accordance with applicable local, state, and federal guidelines and regulations. Grass Stormwater Basins The grass stormwater basins shall be inspected once annually for cracking and erosion of side slopes and embankments, accumulation of sediment, condition of vegetative cover, and overall performance according to the design. The following routine maintenance shall be completed: • All areas in the grass stormwater basins, devoid of vegetation or found to be eroding shall be immediately repaired. Repairs shall include replacement of eroded soils, re- establishment and protection of vegetative cover, and immediate stabilization with erosion control measures to control erosion until stabilization occurs. • Sediment shall be removed from the basin areas when it reaches a thickness of 4 inches and/or as necessary for the proper functioning of the system. • All material removed from basins shall be disposed in accordance with applicable local, state, and federal guidelines and regulations. • Regular maintenance includes mowing, fertilizing, liming, watering, pruning, and weed and pest control. • The 3" pipes within the basins to the west and east of building 10 shall be maintained and cleaned to allow flow out of the basin at all times. nn . , 4,1" 9n L A5t 1110171501Sf[J TAT70(1 n117R ./t/1IJ11(J` flit. 1 rrrrn r nr Co nnwnrtirlV •C0TTt1VQ T10IBSn17111n'1 ATAT :/11)-11 lrl ATI V.I.I)N lore nor 111 WI5171nTAAATrv90 rum Lnro,11n'1nn .Ynlnaaan1n am 110 T1)11411S Sl PU1E0 as0UM UuaJI U BU1 aU 04 ebud )1 1 b,Jdnut 1 L. • AT111110S11U "111UIIU A.1 J0U U2ULLSJJUUU dU1 d(LL d U4d4 111. AL. •Y1 O " + . OmTCAITTPT7 Tn Amino C' r 'TC' rITT'1TJ7C'C'T%7TAT Jr. TJ1'T17'3 AA 10 /1TATTATCV1 1V[1G 1/y LJLJ0dJ14 C. 1JLJLYt 1 .nQ AT/1 T _TTATW7TJ T VIVO d1 1 1 1' 1 /.11 /44 ti8110X'� .eI 3.t . 1J / / .Dd.1UX' 4 UIJ1b I UtLLV,) nyy •-• ..••• .r' - --. Q4 ../ r T-'' I/ VUIHl) 1-4 -If )- 41 H I)- I . b0 • .... ..• . / ✓1 1011Q AQ V //' - --f') / IVVIVI\ VJ 1 V 11►7V0 - ^"•_ / / /1 \ // , / .1 1/ ) - - - - II 1 / -.!/ ! eov.uLL.. 4+04.µ0 a +L •.1L-.Y••• +: t'°•.........t nrn On n9119TC 01 9111011 9CATTAA TTACTan 0111 0A nl •Aclraal'T R JOAUfl G **01.1.1../1401 uvµY.ri+µuetr, {v o..L.ol+.no . I.... +.. y ,� - l •••• - � q + ••^- •■ - 1 ..J 1 I f 1 • 1,rtlrlACT•/1 1 /111111(1 A111n1T 7107T11TCT0111UI 0111 •0111 0101'00.'7 1 (17 - l ' s4 "mob \ 10 AUU r / ,tut UI 1 V • n 7l P. • ( V I . f 1 ti 1. I U1EN dUA I 1 _ t !L I 1 ( ) \J. \ l•__.... �S Cllr+ -"' \ _ 1\11 1\ - - - u • `_ 11 1 \ 1 1 l J 1 11E0V 12LUEN UIUSJBU11EA/UVUGJUU1tr, I /AUGLLWU. t \\\ 1a1 1 11 ( X 1s. nns..nn9m 9rn ur11no 9Tn C'n!T•T r1' AA of Public Works by October 1S each year. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities, stormwater systems, berms, outlet structure, pond areas, access roads, etc. Deficiencies and a plan to correct deficiencies shall be noted in the inspection report. 4. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the stormwater management facilities whenever the City deems necessary. The purpose of inspection is to follow -up on reported deficiencies, inspect the stormwater management facilities when annual reports have not been submitted and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 5. In the event the Landowner, its successors and assigns, fails to maintain the stormwater management facilities in good working condition acceptable to the City, and if after notice by the City Engineer to correct a violation requiring maintenance work, satisfactory corrections are not made by the Landowner, its successors and assigns within thirty days, the City may enter upon the Property and perform all necessary work to place the facility in proper working condition and assess the costs of such work and any penalties to the Landowner, its successors and assigns. This provision shall not be construed to allow the City to erect any structure of permanent nature on the land of the Landowner outside of the easement for the stormwater management facilities. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. 6. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. 7. This Agreement imposes no liability of any kind whatsoever on the City; and further the Landowner agrees to hold the City harmless from any liability in the event the stormwater management facilities fail to operate properly. 8. The Landowner, its successors and assigns, including any homeowners association, shall provide stormwater management easements as necessary for all areas used for off -site stormwater control, preservation of stormwater runoff conveyance, infiltration, and detention areas and facilities, including flood routes for the 100 -year storm event, and access for facility maintenance and inspection. A list of easements with the purpose and location of each shall be specified in Attachment B. The Landowner, its successors and assigns shall record all easements in the land records of the Hampshire County Registry of Deeds, Commonwealth of Massachusetts. 9. The Landowner, its successors and assigns, shall notify the DPW of any changes in ownership, assignment of financial responsibility, reconstruction of the approved stormwater management facilities and/or amendments to the maintenance schedule described in Attachment A. The maintenance schedule described in Attachment A may be amended to achieve the purpose of the Northampton Stormwater Management Ordinance by mutual agreement of the DPW and the Landowner, its successors and assigns. Amendments shall be in writing and signed by the DPW and all responsible parties. 10. This Agreement shall be recorded by the property owners or at the property owners expense among the land records of Hampshire County, Commonwealth of Massachusetts, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any homeowners association. OM Agreement rev 9_2008.doc — rev 9/18/08 Page 2 of 3 STORMWATER MANAGEMENT OPERATION MAINTENANCE AND INSPECTION AGREEMENT City of Northampton, MA Department of Public Works (413) 587 -1570 THIS AGREEMENT, made and entered into this 13 day of January, 2012, by and between (Insert Full Name of Owner) 94 Industrial Drive, LLC hereinafter called the "Landowner ", and the City of Northampton, hereinafter called the "City". WITNESSETH, that WHEREAS, the Landowner is the owner of certain real property at (Street Address) 94 Industrial Drive as described as (City of Northampton Assessors Map/Parcel/Lot Number) Map 25A, Parcels 182 & 187 as recorded by deed in the land records of Hampshire County, Massachusetts, Deed Book 9665 Page 249, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the property; and WHEREAS, the Site Plan/Subdivision Plan known as New Storage Buildings #9 & 10, Dated 12/7/11, (Name of Plan/Development) hereinafter called the "Plan ", which is expressly made a part hereof, as approved or to be approved by the City, which provides for the conveyance, treatment, and/or detention of stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, its successors and assigns, including any homeowners association, agree that the health, safety, and welfare of the residents of the City of Northampton, Massachusetts, require that on -site stormwater management facilities be constructed and maintained on the Property; and WHEREAS, the City requires that on -site stormwater management facilities as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including any homeowners association. NOW, THEREFORE, in consideration of the foregoing premises, in accordance with the Northampton Stormwater Management Ordinance (Chapter 281 of the City's Code of Ordinance), the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The on -site stormwater management facilities shall be constructed by the Landowner, its successors and assigns, in accordance with the plans and specifications identified in the Plans and documents reviewed and approved by the Northampton Department of Public Works (DPW). 2. The Landowner, its successors and assigns, including any homeowners association, shall adequately maintain the stormwater management facilities according to the maintenance schedule described in Attachment A. This includes all pipes and channels built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions and so that water quality standards are met in all seasons and throughout the life of the stormwater system. 3. The Landowner, its successors and assigns, shall inspect the stormwater management facility; and shall submit an annual report documenting the inspection and maintenance of the stormwater management system as certified by a Registered Professional Engineer or other qualified stormwater professional as approved by the DPW and submitted to the Northampton Department of Public Works by October 1 each year. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities, stormwater O &M Agreement rev 9_2008.doc — rev 9/18/08 Page 1 of 3 HERITAGE SU IrViYS, I[Nc. Professional Surveyors and Engineers 241 College Hwy & Clark St, P 0 Box 1 Southampton, Massachusetts 01073 -0001 Bruce A. Coombs, President Telephone (413) 527 -3600 Professional Surveyor, MA, CT & VT Facsimile (413) 527 -8280 E-mail: bruce@heritagesurveys.com Website: heritagesurveys.com LETTER OF TRANSMITTAL TO: 94 Industrial Drive, LLC, DATE: January 20, 2012 c/o Robert T. Foote, Jr., P.O. Box 177, 94 Industrial Park Northampton, MA 01060 JOB #: 6569 - 100209 SUBJECT: Spaces For Rent 94 Industrial Drive Northampton, MA 01060 WE ARE SENDING YOU: COPIES DATE PLAN # DESCRIPTION 2 Revision 6569- • Set of Plans - 94 Industrial Drive - New dated 111207 Buildings #9 86 #10 for Spaces For Rent - 12/07/11 Sheets 465, Issued for Construction, revision dated 12/07/11, Signed and Stamped 1 01/13/12 • Stormwater Management Operation, Maintenance, and Inspection Agreement, signed and with notary • Attachment A - Stormwater Facility Maintenance Schedule • Stormwater Management System Inspection & Maintenance Log • Massachusetts Stormwater Handbook, Structural BMPs - Volume 2 Chapter 2, Pages 23 through 35 Please contact this office if you should have any questions or comments relative to the above enclosures. Sincerely, Mark P. Reed • P. 1 * * Communication Result Report ( Jan. 17. 2012 2:14PM ) z * z 1) Betco, Inc. 2) Date /Time: Jan, 17. 2012 2:14PM File Page No. Mode Destination Pg(s) Result Not Sent 3887 Memory TX 14135865995 P. 5 OK Reason for error E. 1) Hang up or 1 ine fai1 E. 2) Busy E. 3 No answer E. 4) No facsimile connection E. 5 Exceeded max. E—mai 1 size • BETCO Post OffloaSox 1850. Slatesvilln, Nerfh Carattna 28687 (704) 872 -299 • 14300.684 -7813 • FOX 004) 872 -3099 FA : , , 1 EOM alga DATE: V. 7 fr- QO,,. FAX 8 : /$ 5) .5995 To: 4 4 ' EINUEJa — mom BOM:01t5 CrtetSW PASS: (Ieoludlugcower ) I f t l t c y e ere e n y p ro b l e m s w i t h this u , Rosso oell800.654.7103 or7048729999 or fens /01-8123099 Notes: P O j L4. r r S^ • • • 5' -0' / I" SLOPE TO EDGE OF SLAB I/2 'R 6' CONCRETE FLOOR SLAB WITH 6 W1.4X WL4W.W.M. 1/2 \ 3' MIN. 1 1/2. -- - - \ t PAYING / / ui STO BAS NE , -I III , ,III. , ,I I I � I I I„I 1 1 , � I l I E ...rii a I L— I I I a IIli —� 1 I 1=111:— 6 ML POLYETHYLENE / / I i - I .1 1 I YAPOR BARRIER 1 1 = 1 T. : 1 I 8' \7I I ' `�- COMPACTED FILL OR 8 UNDISTURBED EARTH ta m z E 't— - - + KEY JOINT et 1 ,` ASH OF c r \ 4' 8' \ 4' \ PERIMETER FOUNDATION g am ° - l 'r I 16 ' t \ \ •4 BARB CONTINUOUS t � . � - (2 LINES) A 9 0F Mk F=>E1 1N1 ETE ' F UNn,AT1ON SEC T1ON \43N. , Mr A T ' _ O AL CO \/E ,4FREAS (MONOLITHIC CONCRETE PLACEMENT) NOT TO SCALE EXTERIOR EDGE OF - S' SLOPED AREA FOUNDATION — 3/4' 4' CONCRETE FLOOR SLATS 1/2'R WITH 6 X 6 WI.4 x WIA WW1. — — \ ■ PAVING ----- ! ---'r ,_ STONE ' '1 • 0 W SASE 40/6 _ . I — 6 MIL POLYETHYLENE I I I 1 I VAPOR BARRIER 0 I ul T: 2 S I ii: I \ - I =III_ =1 CO - COMPACTED FILL OR -sr UND ISTLJ D EARTH h — KEY JOINT � • IS r aP�4ER ��:` ' � t:EPi y 4' S* 4' PERIMETER FOUNDATION M \ `�. \ \ 'O9 At - . � * : ' \ Ib N__ 44 BARS CONTINUOUS I koNAl S�'` - (2 LINES) PERIMETER FOUNDATION SECTION F2 NOT TO SCALE 4" CONCRETE FLOOR SLAB 1/2 WITH 6 X 6 W 1.4 x W1.4 W.U.11._ \ \ I "r b ^r PAVING STONE �"faet Q 8 4 � r ,as _ . 1 _ 6 MIL POLYET14YLENE 11 I I I VAPOR BARRI I 1 i =1 I f 8t � _�I 3 I I tu _I I -1 I I -- m L Z ..,,.__. UNDISTURBED EARTH Nt n - ----- - -- KEY JOINT -- t N or . ,, i ' - .A \ I I EER PERIMETER FOUNDATION 4, �S7Q A L0 ,r.; . I l , _ �- 16' \ BARS CONTINUOUS A PERIMETER FOLUNAT {ON SECTION F2 NOT TO SCALE BETCO January 17, 2012 Spaces for Rent Attn: Robert Foote PO Box 177 Northampton, MA 01061 RE: Spaces for Rent — Northampton, MA — Betco, Inc. Project # NC11210 Dear Mr. Foote, • Please find the attached details for a frost wall foundation for the above referenced project. These details are to be used as an alternate to the details A/F2, B /F2, and C /F2 on sheet F2 of 2 of the original design drawings. The revised details are in compliance with the Structural Provisions of the 8 Edition of 780 CMR. Please feel free to contact me 'f I can be of further assistance. SK F Yours sincerel , . ' j ' " ` • • ' '' s ' ` STOP/ it } GIL: �A Christopher J. 0 " ° VP Engineering . !7/0.,r._ CC: Ellen Perrier (Fax 413 -586 -5995) P.O. Box 1650, Statesville, NC 28687 228 Commerce Blvd., Statesville, NC 28625 1- 800 - 654 - 7813, 704/872/2999, Fax: 704/872 3099 www.betcoinc.com ARCHITECT J E F F R E Y S C O T T P E N N 77 Worthington Road, Huntington, MA 01050 tel. 413- 667 -5230 fax. 413- 667 -3082 jspsed@a verizon.net 22 January 2012 Project Narrative Client: Spaces for Rent 94 Industrial Park Northampton, MA 01060 Betco, Inc. (PO Box 1650 Statesville, NC, 28687; tel. 800 - 654 -7813) has prepared plans for a new light frame steel building for Spaces for Rent at 94 Industrial Park. In accordance with 780 CMR, the Massachusetts State Building Code, 8 Edition, section 107.6 this building requires Construction Control. I have reviewed the plans, the Order of Conditions from the DEP, the soil test reports, the ZBA decision, the Planning Board Special Permit decision and the Stormwater Management Operation, Maintenance and Inspection Agreement. The building will be use group S -1 and construction type IIB and contains 7475 square feet. The building is separated 24 feet from the nearest structure. No fire rating is required. The building is heated and using Warehouse occupancy of 500sf per person, we have maximum occupancy of 15. Wetland protection measures and an on site meeting shall be complete prior to beginning construction. Fire Narrative Due to the simple nature of this building, this paragraph will outline the features and operation of Fire Protection. In the event of a smoke or fire event, the detectors will sound alarm and the lighting will switch to emergency backup power. The interior will be illuminated to 1 lux and illuminated signs will direct occupants to the two egress doors. Adjacent to each egress shall be a fire alarm pull station and a 2 -A fire extinguisher. The detectors, emergency backup lighting and extinguishers shall be inspected and tested annually (three years for extinguisher if written log is kept). Immediately outdoors, pathways lead to the front of the building and to the complex office. Special Inspections The Engineer has specified that the attachment of the wall post brackets shall be drilled rather than cast and this procedure will be witnessed and reported. The fabricator will either demonstrate registration and approval to perform work without special inspection, or supply a detailed procedure for material control and demonstrate proper f. e \ `.. s. ___) ,' - / i ,,,, , , i a I , V t ffre Scot Pe , Archite t ; titz95,677,,,,?7,,: r '', QF ARCHITECT J E F F R E Y S C O T T P E N N 77 Worthington Road, Huntington, MA 01050 tel. 413- 667 -5230 fax. 413- 667 -3082 jspsed @verizon.net 22 January 2012 Construction Control Affidavit Client: Spaces for Rent 94 Industrial Park Northampton, MA 01060 In accordance with 780 CMR, the Massachusetts State Building Code, 8 Edition, section 107.6, I, Jeffrey Scott Penn, Architect, MA license AR9525 hereby Certify that I have reviewed IBC 2009, 780 CMR 8 edition and the construction documents for the construction of Building 10 at 94 Industrial Park, Northampton, Ma. Furthermore, I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. review of shop drawings, samples and other submittals of the contractors as required by the construction documents as approved by the building permit and approval for conformance to the design concept. 2. review and approval of the quality control procedures for all code - required controlled materials. 3. be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. 4. submittal of acceptable periodic reports to the building commissioner of observations of critical components requiring controlled materials or construction, including a final report acknowledgin_ ory completion and readiness of the project for occupancy. ,O D �'� -", a 7- -z_ gnat re Ar • date WNW- COMMONWEALTH OF MASSACHUSETTS County ss: f-}'i vvg6HiRE On this a'4 day of ZA N 201 bv.re me, the undersigned notary p�ebiic, personally appeared i Sco"FtNP) (name of document signer), proved to me through evidence of identification, ` which were /y�� p L to be the person whose name is signed on the preced or attached document, and acknowledged Signature , o rG (as partner for , a corporation) d • e (as for , the (as attorney in fact for , the e principal) (as ' , (a)(t.�e) ) w ' , Notary Public My commission expires: ►�.l • 1 b Version!.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, dbEv+ T Foa "' , as Owner of the subject property hereby authorize —.3EFf R S _ PE)-1-A. to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, E ff1 'E - T b - , as Own uthorized gen ereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge belief. Signed under t e pains and penalties of perjury. Print Name 1 S. • - ure of • ner /A ent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable Name of License Holder License Number Address Expiration Date Signature Telephone SECTION 13 - 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 0 No t d oy vlz-gIR - c) ✓'■ r .l(L 0A 9 I t . R e Versionl.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: c Fo'' Not Applicable 0 Name (Registrant): ( + 5Z-5 7 V-1- vp tart /LA- Q (6�y Registration Number Address - �tJ B 7 ze l Z 13 (07 52.50 Expiration Date Telephone 9.2 Registered P •fessional Engineer(s): 1 sTP J. L-6 ? E . i3uct✓m i,.L(x. DEsi,�,C is -r ) Name Area of Responsibility ETA ( pe /629D 57 -Pc-tcs kit Ac. 25 68 7 /t 4-o l Address Registration Number S F_E E (.i^�� r2- (- E � E /14A-t 8� io st 7$13 Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable Q9` Company Name: Responsible In Charge of Construction Address Signature Telephone Version1.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing❑ Change of Use ❑ Other ❑ Brief Description Enter a brief description here. r Of Proposed Work: fi E 143, 69�s T (2, -TiO IJ o (.l (ti R"5 tu lc _s (, r ( 196.E SECTION 5 - USE GROUP AND CONSTRUCTION TYPE [SOt L.O Ir USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly A -1 ❑ A -2 ❑ A -3 ❑ 1A 1 ❑ ❑ A-4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B 1 g F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ 1 Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage iai S -1 ja S -2 ❑ 5B 1 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 1st 1st /4/5 661, fr. 2nd 2 3 3 rd rd 4 th 4 Total Area (sf) Total Proposed New Construction (sf) 1 1 S 5F Total Height (ft) Total Height ft R - CO u 7. Water Sup�tt��y (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 4 1L Private ❑ Zone G Outside Flood Zone❑ Municipal'( On site disposal system t Versionl.7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 4 5 3 A{ R-ES Frontage Setbacks Front 2 (03 Side L: R: L: R: 16' 2 Rear 188 Building Height �l` " Bldg. Square Footage % 7475"51+ Open Space Footage (Lot area minus bldg & paved 5 7 52. parking) it of Parking Spaces Fill: ' LCD O (volume & Location) A. Has eclat Permit Variance /Finding ever been issued for /on the site? NO DON'T KNOW 0 YES �j! IF YES, date issued: DeC 1 3 i Z 11 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES IF YES: enter Book J 0 7) Page 3 ?' S and /or Document # B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW ® YES 40 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: ' / 3 /zo ( C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: CE ycz 1z/c 6J /t1A P U 1 4.49 //4,41 D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO fp 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 Q NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Versionl .7 Commercial Buildin& Permit May 15, 2000 Department use only -City of Northampton Status of Permit RECEIVED ding Department Curb Cut/Driveway Permit 12 Main Street Sewer /Septic Availability JAN 2 4 2012 Room WTfAvailability Nort ampton, MA 100 01060 T ater/Wel Sets of St ruoural Roans phone 413- 7 -1240 Fax 413 - 587 -1272 Piot/Site Plans OF BUILDING INSPECTIONS Other Specify NORTHAMPTON. MA Mow APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office $` 'A-C.E 5 fcUL j2. E l Map Lot Unit ( A of 772 Zone Overlay District cdvt.�(�t ) Ta ^-)■ / a t CS Cp b Elm St District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: 130131e-1- {, T. 1 6' + f, - Boy, i1 1 NcktilI mfE es 1 6io/ Name (Print) Current Mailing Address: r Signature ,_,,`- ' Telephone 2.2 Authorized Agent: J frA- ` Ce- rr ?c--t 11 ► ^I 6 �-ct . 4 M ?� ,...i 4� �I- Name (Print) Current Mailing Address: - 1 t 6 o7 52 3° Signature YJL.. Telephone SECTION 3 - ESTIMATED CONSTRUCTI e N COSTS - /J. evi. Ca..d,S j g - v e - p o 4 ; Gvs Ts U N I aio►� AT- l .7 l — T Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3+ 4 + 5) L / O o C) Check Number 4 373 7.5 4Y- z/4/9 This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date t C m> ( OCT 2I File # BP- 2012 -0676 1 S 5 cA f; TO A RCt7 t1EC _ APPLICANT /CONTACT PERSON JEFFREY PENN ADDRESS/PHONE 77 WORTHINGTON RD WORTHINGTON (413) 667 -5230 PROPERTY LOCATION 94 INDUSTRIAL DR Co NI Q L ! 0 Cr 0R. MAP 25A PARCEL 182 001 ZONE GI(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out / 3 J /� Q ✓f �r"v Fee Paid L/ /9 7 1 ✓ / Typeof Construction: CONSTRUCT STEEL STORAGE BLDG 7,475 SQ FT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License Afrdiee 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO 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 e%:;4- _ V9/ Z.-- 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. 94 INDUSTRIAL DR B P- 2012 -0676 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 25A -182 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: NEW COMMERCIAL BUILDING BUILDING PERMIT Permit # BP- 2012 -0676 Project # JS- 2012- 000465 Est. Cost: Fee: $3737.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: - Lot Size(sq. ft.): 170319.60 Owner: FOOTE ROBERT T JR Zoning: GI(100)/ Applicant: JEFFREY PENN AT: 94 INDUSTRIAL DR Applicant Address: Phone: Insurance: 77 WORTHINGTON RD (413) 667 -5230 WORTH INGTONMA01050 ISSUED ON:2/16/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT STEEL STORAGE BLDG 7,475 SQ FT 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 Signature: FeeType: Date Paid: Amount: Building 2/16/2012 0:00:00 $3737.50 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner