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H wti -h-mq z 6fi kGrjorn b 7 �- - L6+.,A Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance 87-258 Ll 8 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information Important: When filling out 1, This Certificate of Compliance is issued to: forms on the computer, use Attorney Lisa Beauvais only the tab key Name to move your 171 Park Avenue, Suite 101 cursor-do not use the return Mailing Address key. West Springfield MA 01089 Cityrrown State Zip Code ... 2. This Certificate of Compliance is issued for work regulated by a final Order of {., Conditions issued to: y Silverado Development Corp r °P Name - 8-4-88 _ 87-258 rt:, Hated DEP File Number _rJ - 3. The project site is located at: Lot A Hendom Feeding Hills :. Street Address City/Town t , D7 1135 r-q Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Property Owner(if different) _- Hampden__ 7014 466 County Book Page Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: Date 'ao B. Certification 0 Z Check all that apply: Z ❑ Complete Certification- It is hereby certified that the work regulated by the Uabove-referenced Order of Conditions has been satisfactorily completed. U) ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: wpafrm8b.doc•rev-5129114 VJPA Form 89.Cenmcate of Comp#ance•Page v of 3 1 Massachusetts Department of Environmental Protection -- Bureau of Resource Protection - Wetlands DEP File Number- WPA Form 8B — Certificate of Compliance 87-258 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP ® Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ❑ Ongoing Conditions; The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: C. Authorization Issued by: Agawam 2-11-16 Conservation Commission Date of Issuance This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and appropriate DEP Regional Office(See htty:1/www.mass.gov/eea/agencies/massdep/about/contactsifind-the-mass_dep-- re.g ions I-office-for-your-city-or-town.html). Signatures: D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. To:-----------------------------------------------------------------------------•-----------•---------- swam Conservation Commission Please be advised that the Certificate of Compliance for the project at: wpafrm8b.doc•rev_5129114 WPA Form 88.CernRcele of Compliance-Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form SB — Certificate of Compliance 87-258 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP Lot A Hendom 87-258 Project Location DEP File Number Has been recorded at the Registry of Deeds of: Hampden _ County for: Hanson Property Owner and has been noted in the chain of title of the affected property on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpafrmBb,doc rev_5129114 WPA Form 8B,Certificate of Compliance•Page 3 of 3 G3 HA,* a- Town of Agawam w a Clerk's Office r 36 Main St,Agawam,Massachusetts 01001-1837 Tel. 413-786-0400 X 8215 or 8747,Fax 413-786-9927 Email; clerk@agawarn.ma.us March 3, 2017 I hereby certify that the Clerk's Office did not receive an appeal within the twenty(20) day period after the decision for a petition received on January 9, 2017 from Pavel Kuzmenko. The location of this property is 63 High Street , Case#1960. Vincent Gioscia, Town Clerk SCANNED ilg, 2 G3 High s-�_ �-C- Town of Agawam Board of Appeals 1 36 Main Street, Agawam, Massachusetts 01001-1801 0 r`��l Tel. 413-726.9739 Fax 413.786-9927 Petition of. Pavel Kuzmenko Premises Affected: 63 High Street Date: January 9, 2017 Case 9: 1960 The Agawam Board of Appeals conducted a public hearing and meeting on January 9, 2017 at the Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA, for all parties interested in the appeal of Pavel Kuzmenko, who is seeking a Special Permit in accordance with Section 180-7 of the Town of Agawam's Zoning Ordinances which would allow for the construction of a duplex on a lot that is legally non-conforming at the premises identified as 63 High Street. After the public hearing, and after a thorough review of the facts presented, the Agawam Board of Appeals made the following findings: 1. The subject property is located in an area of Town zoned Residential B. 2. The petitioner wishes to demolish the existing single family structure and construct anew 2-story duplex. 3. Section 190-35 of the Town of Agawam's Zoning Ordinances states: "no lot shall have a frontage of less than 100 feet or an area less than 12,000 square feet." 4. The subject property was legally created approximately in 1887, before the enactment of zoning ordinances in the Town of Agawam. S. The subject property is a legal non-conforming lot with 72 feet of frontage and a lot size of 7200 square feet. 6. All other zoning requirements will be met. 7. Two neighbors submitted letters of objection to this petition; citing zoning violations, negative impact on the property values and loss of privacy. 8. The subject property is an appropriate location to build a duplex within a Residential B district. 9. No evidence was submitted showing that this use as developed will adversely affect the health, safety or property values of the neighborhood. 10. There will be no nuisance or potential hazard to vehicle or pedestrian safety. 11. Adequate and appropriate facilities and controls will be provided for the proper and safe operation of the proposed duplex. 12. The Board members agree that the proposed duplex is not considered so objectionable or obnoxious that the duplex would be against the public interest r detrimental or injurious to the character of the neighborhood. .--" Z I M Wd j i ' UN IN IWVMV9V k Oil SN4113 SCANNED S A I? fw Decision(p.2) Pavel Kuzmenko Case# 1960 Based on its findings, this Board is of the opinion that it is within the authority of the Board of Appeals to grant a Special Permit as stated under Section 180-7 of the Zoning Ordinances. Now, therefore, by a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a Special Permit to allow for the construction of a duplex on a lot that is legally non-conforming with the following conditions: 1. The proposed addition shall be built according to the plan submitted, entitled"Site Plan for Pavel Kuzmenko, drawn by Anderson Associates, dated October 2016" and signed by the members of this Board. 2. The existing one family structure must be demolished before the proposed duplex receives its certificate of occupancy. 3. The proposed duplex will be situated on the subject property as shown on the plan described as"proposed addition". 4.The petitioner shall plant arborvitae along the rear subject property which abuts 72 Cooley Street. 5. There will be no second story windows on the rear side of the duplex. 6. This Special Permit is for the shortage of frontage and lot size only. All other zoning requirements are to be met. 7. The petitioner shall record with the Hampden County Registry of Deeds a"Notice of Special Permit" form, which shall be provided by this Board and proof of said filing must be submitted to this Board and to the Inspector of Buildings. 8. This Special Permit shall become null and void if construction does not commence within three (3)years from the date of this decision. This decision is subject to appeal in accordance with M.G.L.Ch. 40A. Section 17 within twenty (20)days after this decision is filed with the Agawam Town Clerk. s y Town of Agawam Board of Appeals 'f 36 Main Street Agawam, Massachusetts 01001.1801 MR Tel. 413.786-0400 ext. 8245 Fax 413.78E-9927 Signatory Page of Decision Case#: 1960 Date: January 9, 2017 Applicant: Pavel Kuzmenko Address: 63 High Street By a unanimous vote of its three members,the Zoning Board of Appeals hereby grants the petitioner a Special Permit. This approval is subject to the conditions set forth in the attached written decision. Doreen Prouty V Gary Suffriti Ri Maggi Gary Geiger (Alternate) Aldo Mancini (A mate) — 0 W ` i T I � 1 I Q 3Y-0. I j 32'-0" } 1 1jk I 4 W ❑ W ' �........ __.....r m ----`- ' I O !I j Q (. W 67 KiTG-IEN ®� ® KITC ENLu v " f!1 Q Z ® ® ® IaI INCH i p1NINC� � � r m I Ya r b. T I I � I O BEDROOM 101 N I Q 13EI7ROOM MI '° N Lid LLU I LIVING ROOM s LIVING ROOM W-W, 11. 15'-4" O Er O '2 L T sT o" J W FRONT ELEVATION2 Q SCALE: 1/4" = I I-V€€ 4'-61,5" 8'-3�t" 5'S" eCALP- . ❑ ❑ SECOND FLOOR U a ' i 1 ; , MAIN FLOOR I i SGaLE: va".I'-O° cn T ch LO co CO a) o cD N54'30'00"E O II 72.00' E I 7200 S.E. 1 h 32' [+i Li 0 O C PROPOSED g O 0 0 ADDITION 0 1`7 M O 0 M LLI � z 2t.54" 32' t&50 EASTING I I RESIDENCE o I r-— z _ .1._- J C!J 72.00' N W S54-30'00"W ❑ J S T R E E T H I G H ~ W U Q Approved by RONALD Ag a Zonin Board of A eals No. 31785 �q�FcrStEp4 Date, (D �,g }° 300 DATE: Oct., 2016 � O Q r--- ANDERSON ASSOCIATES I LAND SURVEYOR, LAND PLANNING CONSULTANT, SITE PLAN FOR SITE DESIGN M 375 WALNUT STREET EXTENTION Pavel Kuzmenko CD P.O. BOX 382 63 High Street C'7 AGAWAM, MASSACHUSETTS 01001 Agawam, MA Tel. 413 525-4145 Fax 413 273-1776 r N � CC6 -oc) L 9 :01 WV Z I NVf i103 LEFT SIDE2 RIGHT SIDE2 SCALE: 1/4" = V-O'I SCALE: 1/4" = V-O€€ -y tlz 1.+41013 M3 10.,wvw'7... i Q�3 H igt1 S+_ Town of Agawam-- Inspection Services Department Building Inspection Code Enforcement 1000 Suffield Street,Agawam, MA 01001 Telephone-(413)821-0632 Fax(413)821-0637 Erik Wight Gary Turnbull Inspector of Buildings Electrical Inspector Michael Day Michael Theroux Plumbing Inspector Sealer of Weights&Measures Cross Connection Tester Enforcement Officer DATE: TO: BOARD OF APPEALS FROM: Erik Wight, Inspector of Buildings RE: SPECIAL PERMIT: VARIANCE: The above referenced property is applying to the Board of Appeals. The Section of the Agawam Zoning by-Laws, which they are seeking relief from is Section: $o j ',r Paragraph: r ri c-, cn - c� SCANNED '0j& ........... . ................ ...................... ............................. FOR OFFICE USE ONLY TOWN OFAGAWAM 36 MAIN STREET Case #: AGAWAM, MA 01001 Filed: BOARD OF APPEALS Hearing: Expires: .................... ...... ............................................................. ............. Application to Board of Appeals for SPECIAL PERMIT as provided in the Zoning and other By-laws. Applicant 0"e) Address v;i L_4" ot6, Application is hereby made for a SPECIAL PERMIT as provided by Section Paragraph of the By-law. wiz7f Premises affected are situated on Street; feet dish from the corner of Street and known as street number Property is zoned as Reason(s) for request of Special Permit: X.- Lz4- 4h ezx� Signature of owner or his authorized agent:K Telephone M NOTICE: THIS APPLICATION MUST BE FILLED OUT IN INK OR TYPEWRITTEN Amanda Boissonneault From: Karen Kryla <karen@crocker.com> Sent: Monday, November 28, 2016 9:56 AM To: Amanda Soissonneault Subject: Pavel Kuzmenko, 63 High Street,Agawam, MA Attachments- 63 High- Deed.pdf Hi Amanda, Attached please find the recorded deed for 63 High Street,Agawam, MA. Thank you. Best Regards, Karen L. Kryla, Paralegal Law Offices of Gerald B. Berg 1350 Main Street, Suite 1113 Springfield,MA 01103 (413) 732-2374 phone (413) 736-4730 fax i Bk 21404 Pm435 -062015 10-17-2016 a 42 2 4$m jjA5SAcjjUSE1jS STATE EXCISE TAX HAMPDEN CMTY REGISTRY OF DEEDS Date: 10-17-2016 0 02:48ps Ctio: 317 Doc': 62015 Fee: $305.52 Cons: $67,0300.00 QUITCLAIM DEED KNOW ALL MEN BY THESE PRESENTS that Manchester Enterprises,LLC,a Massachusetts Limited Liability Company having its usual place of business at 175 Dwight Road, Longmeadow, MA 01106 for consideration paid, and in full consideration of Sixty Seven Thousand and 001100 Dollars ($67,000.00), grant to Pavel Kuzrnenko, of 69 Line Street, Feeding Hills, MA 01030 fiw o rv*74t.r c Kv 2, mE,l140 0"9 Leine -��rl All I- as rz5�w4-wrf eY i7&fir Y. with QUITCLAIM COVENANTS, the land in Agawam, Hampden County,Massachusetts with the buildings and improvements thereon, more particularly bounded and described as follows: See Exhibit"A" attached hereto and more particularly describing the land and buildings known as 63 High Street, Agawam Being the same premises conveyed to the grantor herein by deed of Paula Gallagher and Stella R. Couture dated September 1,2016 and recorded in the Hampden County Registry of Deeds in Book 21342,Page 51 5. +4 Execute7a�s cd instrument on October l3 _ 2016 Man ches Enterprises, LLC itne By Yoh". Wynne Its alter COMMONWEALTH OF MASSACHUSETTS Hampden SS: On this October ,2016,before me ,the undersigned notary public, rso y appeared John B. Wynne as Manager of Manchester Enterprises, LLC,proved to me I ou satisfactory evidence of identification, which was a picture ID containing the signatory' sign tore and issued by the Commonwealth of Massachusetts,to be the person whose name is s' ed the preceding or attached document, and acknowledged to me that(he)(she) (they) sign it luntarily for its stated purpose. Nyles . Co sne, tary Public My commissio exp' : 02/23/2018 WLES L OWKwm try PU* Cammoe�ealfh of AhU*6Mft Qa1 NRIOn @Irk Fob.23,2010 EXHIBIT 'A' All that certain tract or parcel of land, situate, lying, and being in the Town of Agawam, County of Hampden, State of Massachusetts bounded and described as follows: Beginning at a point on the Southerly side of High.Street about three hundred twenty-five (325)feet Easterly of Bridge Street at the Northwesterly corner of land now or formerly of William Murphy;thence running SOUTHERLY on land now or formerly of said William Murphy about one hundred(100)feet to land formerly of J.& Cooley now or formerly of one Payette; thence WESTERLY on last named land, seventy-two (72)feet to land now or formerly of George Smith;thence NORTHERLY on land now or formerly of said George Smith about one hundred(100) feet to said High Street; thence EASTERLY on High Street seventy-two(72)feet to the place of beginning. Said conveyance is made subject to all covenants,restrictions, easements, reservations, conditions and rights appearing of record against the above described property; also subject to any state of facts which an accurate survey of said property would show. DONALD H*Pp N COUNTY EGISTR OE DEED pS .. ► 5C. I InuEA 45 17 9899 SF r :z51 (light 01 War/ BusinessA 5699nR AS 83. SF t L ik { 15 . 9 T 14017 S F d rat, s0100, 63 6970_ SF 7 A 2196 SF. 3500 SF ` k fi7 jOs fib �.. 5662 SF A� CP 18 r 00 SF .6970 SF 01, - - '010010, 72 5 CPO The information depicted on this map is for planning purposes only. It is not adequate for legal boundary definition, regulatory d interpretation, or parcel-level analyses. 1:492 e 11/18/2016 9:53:23 AM 1"_411 I I NO i i r a . i I 'E I 3x-o• I I i 32'O• } LIM p� U i j Q W J, ct1 ' a. 2 IcfTCNT=N ® ® 1 IGITG EN f o yr m 9• m lE � � A „ P r w aM a z DI fNGs j DINING r r O T... p 4 f I ILLUEEIRMr BEDROOM 1 N �' ,� 4 BEDROOM +I 17 N [ LIVING ROOM n LIVING ROOM IS-4 ? Q V 1s 4w is" W-io" r o ' 11 �' w Y '` 1 � y may' 31,2• s-�" m - 0' LL! Z 37 FRONT ELEYATIoN2 Q SCALE: 1/4" = I'-O" SECOND FLOOR C.)B'-3�kt' =a'}S• $GALE: 1/4'•1'-& ❑ ❑ I i 32'0• , i 1 MAIN FLOOR I j 9GALE, V4"-i'-p" to I I W a3 N54'30'00"E 0 u X I 72.00' y 2 E r bl 05 9 tCC O of 7200 S.F. o 0 o � c a u a M1 0 O O g PROPOSED g p O ADDIVON C M O oTj W Z 21.soo 32' 18.50" IREIDFNCE N I r z J_ _J 72.00' W S54'30'00"W pp H STREET �� w " U E � d I"LLIL J a: 1 ..y3R�41t (1 f 1A�s,S I. �yti RONALD 4{-s o - EJ0 1k110� No. 31785 o r A�FrrS[E �p4 X f ❑. SCAM 1" = 30" DATE- Oct., 2016 ,' 0 j ANDERSON ASSOCIATES ❑ ¢ LAND SURVEYOR, LAND PLANNING CONSULTANT, SITE PLAN FOR OQ SITE DESIGN C'7 375 WALNUT STREET EXTENTION Pavel Kuzmenko co X P.O. Box 382 63 High Street ('7 01001 AGAWAM, MASSACHUSETTS Agawam}- MA Tel. 413 525-4145 CI Fax 413 273-1776 S � � � o LEFT SIDE2 RIGHT SOO � SCALE: 1/4" • V-Olt SCALE: 1/4" = i'-O" I - == Town of Agawam Zoning Board of Appeals 36 Main Street, Agawam, Massachusetts 01001.1801 �!►Q` Tel. 413-726-9739 Fax 413-786.9927 June 13, 2017 Joh G. Kudlic 491 b Springfield Street Feeding Hills, Massachusetts 01030 Dear Mr. Kudlic: At its duly called meeting held on April 25, 2017, the Agawam Zoning Board of Appeals voted to accept your request to "withdraw without prejudice" your application for a Variance for premises identified as 33 Highland Avenue Sincerely, Doreen Prouty, Chair Agawam Zoning Board of Appeals �1G� zA aO uVLA 1.0 cc: Town Clerk Wt Building Inspector Case#1961 S�knyu 5 is r �33 �[r9h[�'►� �-L Town of Agawam Zoning Board of Appeals 36 Main Street, Agawam, Massachusetts 01001-1801 Tel. 413-726.9739 Fax 413-786.9927 Petition of: John G. Kudlic Premises Affected: 33 Highland Avenue Date: October 10, 2017 Case#: 1968 The Agawam Zoning Board of Appeals conducted two public hearings and a meeting beginning on September 11, 2017 and concluding on October 10, 2017 at the Agawam Public Library Community Room, 750 Cooper Street, Agawam, Massachusetts for all parties interested in the appeal of John G. Kudlic, who is seeking a Variance from Chapter 180-35 of the Town of Agawam's Zoning Ordinances to allow for the construction of a duplex with less than the required frontage at the premises identified as 33 Highland Avenue. After the public hearings and after a thorough review of the facts presented, the Agawam Zoning Board of Appeals made the following findings: 1. The subject property is located in a Residential B zoning district. 2. The subject property was originally created as part of a subdivision in 1895. 3. The subject property was built upon, circa 1910, and used as a men's social club, known as The Socicta Vittorio Emmanuel III. 4. The frontage of approximately 44 feet on the subject property is shown on the original 1895 subdivision and has always remained the same. 5. The subject property became "legally non-conforming" in 1955 with the creation of a frontage requirement of 80 feet in a Residential B zoning district. The current frontage requirement of 100 feet in a Residential B zoning district was enacted in 1971. 6. The petitioner purchased the subject property in 2002. 7. The petitioner demolished the original structure in 2013. 8. The petitioner sold the subject property in July, 2016 to Calabrese Construction LLC. 9. Calabrese Construction LLC applied to this Board in 2016 asking to be granted a special permit to construct a duplex on the subject property in accordance with the Town of Agawam's Zoning Ordinances, Chapter 180-7. This request was denied on September 26, 2016. 10. Calabrese Construction sold the subject property back to the petitioner on Septemb14 30, 2016. ca . 11. The petitioner originally applied for a special permit in early 2017 and then withdre w'thi petition at the beginning of the hearing on April 24, 2017. „ L i :•:E.: SCANNED iD Z9 !-7 '�Mc Decision Page 2 Case#1968 John G. Kudlic r 12. The petitioner is now requesting a Variance to build a duplex, which is an allowed use in a Residential B zoning district. 13. Other than the inadequate required frontage, the proposed project will meet all other zoning requirements. 14. Several area residents spoke in opposition to this variance request. Their concerns included increased street parking, difficult passage for emergency vehicles, inadequate snow removal storage, no sidewalks for school children. The Board members are divided in their opinions concerning the three required conditions that must be met as set forth under M.G.L., Chapter 40A, Section 10 regarding the granting of this variance request. Member Maggi is of the opinion that none of the three required conditions have been met. He finds a) based on evidence and view of the locus that this property is similar in shape and slope to the rest of the street and there was no evidence of other unique characteristics presented by the petitioner, b) a literal enforcement will not cause substantial hardship, financial or otherwise, since the petitioner has other options available for use of the land, such as conservation purposes, community park, and c)the desirable relief is substantially derogating from the intent or purpose of the Agawam Zoning Ordinances due to the considerable shortage of the required frontage. Member Geiger is of the opinion this variance request does not meet all of the three required conditions. He finds a) the subject property is unique from the other lots in the district in that it abuts two public roadways, b) a literal enforcement will not cause substantial hardship, financial or otherwise, since the petitioner is knowledgeable in the field of building and should have known the options available in regard to the reuse of this lot, and c) the desirable relief does not substantially derogate from the intent or purpose of the Agawam Zoning Ordinances since a duplex is an allowable use in this zoning district. Member Prouty is of the opinion that this variance request meets all of the three required conditions. She finds a) it is the only lot in the district with a "triangular shape" and abuts two public roadways, b) to not allow the petitioner to build, where the property has been in use for nearly 100 years will result in the petitioner's considerable financial hardship due to loss of use, and c) the desirable relief does not substantially derogate from the intent or purpose of the Agawam Zoning Ordinances as the proposed structure will meet all setback and side yard requirements where the original structure did not. Therefore, The Agawam Zoning Board of Appeals, by a vote of two no and 1 yes, denies the petitioner a Variance from the frontage requirement in a Residential B zoning district, as allowed under M.G.L., Chapter 40A, Section 10. This decision is subject to appeal in accordance with M.G.L. Chapter 40A, Section 17 within twenty(20) days after this decision is filed with the Agawam Town Clerk. Attachment: Signatory Page of Decision Town of Agawam v +i ilk Zoning Board of Appeals i h 36 Main Street, Agawam, Massachusetts 01001.1801 Tel. 413.726.9739 Fax 413.786.9927 Signatory Page of Decision Case #: 1968 Date: October 10, 2017 Applicant: John G. Kudlic Address: 33 Highland Avenue By a vote of two (2)No and one (1) Yes, the Zoning Board of Appeals hereby denies the petitioner a Variance. The conclusion and findings are set forth in the attached written decision. Doreen Prouty Gary Suffriti chard Maggi Gary Geiger(Alternate) Aldo Mancini (Alternate) � G Ln �33 Town of Agawam " Inspection Services Department Building Inspection Code Enforcement 1000 Suffield Street,Agawam, MA 01001 Telephone- (413) 821-0632 Fax(413) 821-0637 Erik Wight Gary Turnbull Inspector of Buildings Eloctricai inspector Michael Day Miehael Therouz Plumbing Inspector Scaler of Weights&Measures Cross Connection Tester Enforcement.Officer DATE: TO: BOARD OF APPEALS FROM: Erik Wight, Inspector of Buildings RE:' . ::K SPECIAL PERMIT: > VARIANCE: The above referenced property is applying to the Board of Appeals. The Section of the Agawam Zoning by-Laws, which they are seeking relief from is Section: Paragraph. ..........."'........................................ FOR OFF WE US ONLY TOWN OF A GA WAM case # 36 MAIN STREET AGAWAM, MA 010$S? 140arina BOARD OF APPEALS Application to Board of Appeals for VARIANCE from the requirements of the Zoning By-laws. Applicant John G. Kudlic Address 4c)1R S=_inZfiP] d St-j:PPt Feeding Hills MA 01030 Application is hereby made for a VARIANCE&Gm the requirements of Section-t&O-15-, Paragraph of Zoning Ordinance. MW Premises affected: 33 Highland Avenue 30-rr' Address X CA Property zoned as: Residence B 1. Description of existing building: a. Size of building: 28' x -48' Height: 21 ' # of stories 2 b. Occupancy or Use: (of each floor) 2 family C. Date of Erection: N JA d. Has there been a previous appeal, under zoning on these premises ? 2. Description of proposed work or use: New Building_ 3. The principal reasons upon which I base my application are as follows, Tn ADHI ?Q12 T rAr_PjvPcj a jotter from Agawam Inspection Services and Fire De2artment that building in question would have to be demolished and I was informed I cold rebuild. again - See Attached.. Supplement. / I Signature of owner or his authorized agent: Telephone #: (413) 786-6452 NOTICE. THIS APPLICATION MUST BE FILLED OUT IN INK OR TYPEWRITTEN POWERS & LIQUORI ATTORNEYS AT LAW , 84 PARK STREET WEST SPRINGFIELD,"SACHUSETTS 01089-3336 �s SERVICES TELEPHONE(413)739-1200 FACMILE (413)739,1232 oil pj; ,;ti A a 53 MICHAEL J.POWERS,ESQ. GARY B. LIQ ORi, ESQ. (Retired June 1,2016) F fb1ll pcjw6&iquori_com mpowers®powersliquori.com August 3, 2017 Mr. Erik Wight Building Inspector 1000 Suffield Street Agawam, MA 01001 Re: Variance 33 Highland Avenue Agawam, MA Dear Building Inspector Wight: At the request of the Board of Appeals and following Town Procedures, enclosed please find nine (9) set of plans for the duplex that my client John G. Kudlic is proposing for his Lot at 33 Highland Avenue, Agawam, Mass. Also, enclosed are nine (9) copies of a Plot Plan from Salvini Associates showing the proposed duplex on the lot. As you can see, the proposal meets all set backs and side yard requirements for this Residence B Zone. Also enclosed is a certified copy of John G. Kudlic's Deed dated, September 28, 2016 from Calabrese Construction, LLC. Also, you will fine copies of a Notice from the Building Inspector in 2009 regarding building code violations along with Mr. Kudlic's letter explaining the fact that he would demolish the building. Additionally, enclosed are copies of letters from the Agawam Building Department issued in 2012 concerning the unsafe, unsanitary and dangerous nature of the structure on Lot 33 Highland Avenue. Lastly, enclosed is a check for $250.00 for the Board of Appeals on this application. Please inform me of the hearing date as soon as you can. Thank you for your time on this matter. ' re jSary . Liquor ,, sq. GBL:ms Enclosures JOHN G. KUDLIC 491 B Springfield Street Feeding Hills, Mass 01030 August 3, 2017 Agawam Board of Appeals Agawam Town Hall 36 Main Street Agawam, MA 01001 Re: Su lement to Principal Reasons for Armlication Dear Sir/Madam: I am requesting a Variance to build a duplex on a lot without enough frontage under Section 180-35 of The Agawam Zoning Ordinance. The lot in question originally had a structure on it. At the request of the building inspector, the building was demolished. If I hadn't demolished the building, I could have built the duplex on the existing foundation which would have violated the setback and side yard regulations, but would have been grandfathered. My new building will comply with all setback and side yard requirements. Again, I would like to say when I asked the present building inspector if he would have issued me a permit if I hadn't demolished the existing building and rebuilt on the existing foundation, his reply was yes. The former building inspector has also stated that he would have issued me a permit to rebuild the structure on the existing foundation. After I started the demolition of the old structure on the lot, I did sell it to Charles Calabrese who sought a special permit but it was erroneously denied by the Board of Appeals on or about September 26, 2016. Thus, I had to repurchase the lot from Charles Calabrese on September 30, 2016. There has been a continuous process since I started to demolish the original structure located at 33 Highland Avenue, Agawam, Massachusetts. Also, I believe I meet the stringent qualifications for a Variance which are that: 1 The literal enforcement of the provisions calling for 100 feet of frontage under Chapter 180-35 of the Agawam Zoning Ordinance will cost me a substantial financial hardship and expense. It will also cost me a substantial hardship personally. Thus, I lose the value of the land as a building lot. 2. Granting me this variance would not produce significant injury to any interest of the Town. Also, the granting of the variance doesn't derogate from the intent or purpose of the Agawam Zoning Ordinance. The proposed house and use blends in well with this Highland Avenue neighborhood. 3. 1 have acted in good faith at all times as I actually followed the wishes of the Building Inspector and Mayor. Thus, the Town of Agawam should be estopped from asserting a position other than allowing me to build a duplex on 33 Highland Avenue. 4. There are circumstances on account of the shape and topography of the land that makes it best used as a duplex. The sloping of the land to the left and to the back make its best use where the proposed building will be located for the natural storm drainage on the lot. The odd shape of the lot allows us to place the house over forty feet from the street. 5. There is ample room on the lot for at least ten parking spots so there will be no street parking problem for residents and owners of houses on Highland Avenue. In conclusion, by following the wishes of the former building commissioner and mayor, I caused myself a lot of hardship. There is case law in Massachusetts that "when a promise is enforceable in whole or in part by virtue of reliance, it is a contract and is enforceable pursuant to traditional contract theory". Lorranger Construction Corp. V E_ F. Hauserman Co., 376 Mass 757, (1978). In conjunction with the above positive reasons for granting a Variance, The Town of Agawam should be contractually bound to allow me to build the duplex [new building) I am requesting with this Application. By granting my Variance, I may encourage other landowners who have dilapidated houses to knock them down, clean the lots up and build a more curb appeal structure that conforms to the side yard and setback zoning laws as my structure will. Sincerely, 0111 100 John G. Kud6c Ntniber House 9 Zone: RA2 Required Provided Lot Size 5 0 0 Sq,Ft. 13 453.G .Ft. Lot Frontage liv 43.30 , Fount Set Back 30, 31Y Side Yard Set-Back 15. 15,41 th11>i 4 Rear Yard Set-Back 20, -010 t G' Now Or Formerly �+ t DAVID HADLEY Boole 19882,Page 291 V,I� Now or Fomerly GEORGE PASCARU � VAParcoilea u Now Or Fomedy Book 21436,Page 155 XIS13A53 0 5¢Pt MARK OLSON ia e 'j > 0 31 Area Book 10253,Page 144 It "!c e i rt e .r x bft 30.00' 18 Side Ypd 9ee•Bwk Now Or Formerly N 45142W'W 1>06 00 N ADAM BIALAS Book 18657,Pape 274 owpr Ab000A sees >rt�liM q �39 Now Or Formerly Numb37 ti THOMASHANNON Book 6959,Page 413 kEVIS1ONS: DATE: Plan To Accompany PROJECT NO: A005.17JM SAI,VINE Associates ZONING VARIANCE APPLICATION FOR Land gamtyon And[sad W4 Coneultanes JOHN � T T�T TLl , 72 Mill Stee4 G. Westfield.Mas"chuset6 01011 U PLAN DATE: July 17,E017 SCALre V-7ro' Ph:(413)568-103%--Web:SALVINIasseciates,eem 33 Highland Avenue,Agawam,Massachusetts MASSACHU5ETTS STATE EXCISE TAX lMt't DEN i,C UNTY REGISTRY OF DEEDS Date: 09-30-2016 & 01:41Rm Ct10: 399 00Ci: 58567 KNOW ALL MEN BY THESE PRESENTS, that, Fee: $446.88 cans= *98i000.00 CALABRESE CONSTRUCTION LLC A Limited Liability Company duly established under the laws of the Commonwealth of Massachusetts and having its usual place of business at 7 Brewster Road, West Springfield, Hampden County, Massachusetts for consideration paid, and in full consideration of NINETY EIGHT THOUSAND AND 001100 ($98,000.00) DOLLARS** grant to JOHN G. KUDLIC of 493 Springfield Street, Agawam, Hampden County, Massachusetts WITH QUITCLAIM COVENANTS A certain tract of land situated in AGAWAM, Hampden County, Massachusetts on the southerly side of Highland Avenue and being Lot No, fifteen(15) on plan of lots of William Fox,jr. recorded in the Hampden County Registry of Deeds, Book 527, Page 601, said lot being bounded NORTHERLY by Highland Avenue,forty-four(44)feet; EASTERLY BY Lot No. 14 on said plant, one hundred sixty-eight and 5110 (168.5) feet; SOUTHERLY by land of the Dwight heirs,one hundred thirteen and 8110(113.8)feet and WESTERLY by Lot No. 16 on said plan one hundred eighty-six (186) feet. No title examination was done by the preparer of this deed. THIS sale is not a sale of substantially all of the assets of the limited liability company and is a sale.in the ordinary course of business of the limited liability company. BEING the same premises conveyed to the grantor herein by deed of John G. Kudlic recorded in the.Hampden County Registry of Deeds Book 21282, Page 231. i wZ r A TRUE PHOTOCOPY AS RECORDED IN HAMPDEN COUNTY REGISTRY OF DEEDS AND IT IS SO CERTIFIED VIA !� IC X- Bk 21382 Pg381 ##58569 Page 1 of 2 Printed: August 2, 2017 @ 10:47 :27 ATTEST: REGISTER OF DEEDS Bk 21382 Pg382 #58569 Witness my hand and seal this 28th day of September, 2016. CALABRESE CONSTRUCTION LLC By= fA �.. CHA L S A. CALABRESE Its Manager COMMONWEALTH OF MASSACHUSETTS Hampden, ss: On this 28th day of September, 2016, before me, the undersigned Notary Public, personally, appeared CHARLES A. CALABRESE, Manager of CALABRESE CONSTRUTION LLC proved to me through satisfactory evidence of identification, which was personal knowledge, to be the person whose name is signed on the preceding or , attached document, and acknowledged to me that he signed it voluntarily for its stated purposes. R JEAN eA_ �NIERMASZ J M. WIERNASZ, Nota Publi 1!17i .P nlotary Public y Commission expires: 2-I 3 •'COM►AON"NFALTH OF MASUC11�1$ETTg •` AAy COr7t=$Slon Expjrea February IQ. 2Q3 { i Hftpp NLGO ASM� T`�G'STRY pF DEEDS A TRUE PHOTOCOPY AS RECORDED IN HAMPDEN COUNTY REGISTRY OF DEEDS AND IT IS SO CERTIFIED T Bk 21382 Pg381 #58569 Page 2 of 2 Printed: August 2, 2017 @ 10 :47 :27 ATTEST: REGISTER OF DEEDS PLEASE PRINT CLEARLY THIS APPLIrCATION NOT.FOR INTERIOR OR P.ARTIAL DEMOLITION. No..,.. .:...............:,.:::............ Zone:....'.......:,....:............::.. . Tyne.................................... APPLICANT NOTTO 'iLL:IN SPA CE-S AB( E TItS LINE---_- Appl, ation 16 r. I bfifi-In . {To be i}Iled out in ink or on;s typewriter) Town of Agawam, A . Date i .'.................... . . ... 1. fixeet and Na...... ...,, ,-.... .. .. .. :...........:.�::.....:..,......... .., r O rrneirs Name.. 1.,...... .. :1 2 .1 ..:::..::.........Address .J.7.....N .424weaar....Sr ..... 0W.,r 10,�a t, zyx .........State. ..,.dip. ,. ?, . Tei. .. 3. . A ch tiect's.Narne...... ..,... .Add er . ... .........,. ..Is 'te..........Zr Tel:,.....:.,...City ...... ...... ..•... ............,. ,,. � �' .:. ..... �. ... .......... ...... .. 4. . Contractor's Name.... ��.�... �.�... �u�,.:Addr.ess...:.`:�':�.��...�.�a0 .... - . ::....:.......:Lic:. I�©.:.....,._ i of.L eensee...... ....,........... ..................,.. Tel��'?02 c�1 , 5. Ute-ofibmhding car str4ctnre..,. sja n., 1 :...r.. .............................................................. 6. Size oI'building. Square Fwotage....../ ,-4w Stcryes..........jR............................ 7. Ifs: M414 des- Bld: - How inany un.its...........V.. ......... ..1.... �.:.::....................;. g, 8. Method'of Dispt sal oIDebris. : ....... ?�'? ..: .f .�: , :I f �....:...................:... ................:.- ......,. Y.: :. , .........:..::.. .............._........................ ... .......... As required by -ass.ac6- etas t din c de; Chgpt i., $ectio 1 .111.5, all debris res:ulti-O therefirom shall be disputed`af 9. Demoli;tion Sign, ffs DATEBY BA' STATE GAS ...,, . ........................................ .E: UTILITIES ....... .. 1 :.. "l�17......,.:... WATER DEPT. .. . ............. ...:... ...,.....::...............................:.. SFWER.DEPT. .,...:.:..:....:....,:..... ................................ LABOR &. D�t�STRy AND/ORD.:E.P. ... .r............. .. TELEPHONE CO. .:...��.:::�::��... .,..... . .............. ..... .. CABLE'T.N. ........ ... o .... rcc .............. ........ As-required by Massachusetts State Building Code, Chapter 1., Seetion 112.1, a demolition perwifi will not,be issued until release is obtained. that the.respective-services have been removed. .10.. . Estimated Cost:................ ..................... The undarsit9ned_-certxfes that the above:-s°tatements ate true to the best of.ls k�rowiedg and belief. .............. ................... Si�il ofowner,axchhect,engineer or authorized representative WRYTF.I\T_ (Use blank half of reverse;gide, if riecesslary): .......................................: m : r. ,..... .: . ':►' ...5?;u :. «�C't r .`G..,� ........ ............ .j. ................................... h ,,,:..: .......a.........,....................................... .................................... ........ ... ... ........._......................... .... .........r.............................. .. .......... Workers' Compensation: NO.PERMIT:.SHALL REISSUED TO DEMOLI3- H A BUILDING OR STRWTURE UNTIL ACCEPTABLE PROOF"O'F INSURANCE' PURSUANT.TO M.G.L:, CHAPTER 152, SECTION 25C(6) HAS BEEN PROVIDED TO TIE BUILDING OFFICIAL. AGAWAM FIRE DEPARTMENT 800 MAIN STREET,AGAWAM,MA 01001 TELEPHONE (413) 786-0657 FAX(413) 786-1241 ALAN SIROIS,CHIEF OF DrPARTMEN'f afdchief@agawarn.ma.us GAILY BROWN,ACTING DEPUTY CHIEF afddeputy@agawam.ma.us SCOTT murcHELL,FIRE INSPECTOR af1insp@agawam..ma.us agawam.ma.us BRIAN KEEFE,DRILL INSTRUCTOR afdtraining@agawam.ma.us April 27,2012 FIRE INSPECTORS REPORT This office was notified of safety concerns located at 33 Highland Ave. Owners of this parcel are Kudlic Brothers. The property is now vacant. It was once a Social Club known as the Emanual Club. I inspected this property with Nick Urbinati from Inspection Services. I found the building to be unsecure with access from the rear. Inside I found lighter fluid and paper. With evidence that the paper had been burned. I believe that minors had used the lighter fluid to start the paper on fire. Outside the building I found evidence of an abandoned underground fuel oil storage tank. State Regulation (527 CMR 9.00,502 CMR 3.00) require removal of underground tanks. Mr. Urbinati contacted Gregg Kudlic, and informed him of our findings. He was made aware of the dangers instructed him to secure the building. I followed up with a second inspection within 24 hours and found that corrections had been made and the building was made secure. Both Nick and I will continue to monitor the building as to public safety concerns. 'A^ '�� Scott Mitchell Fire Inspector Town of Agawam Inspection Services Department 1 Building Inspection Code Enforcement 1000 Suffield Street, Agawam,MA 01001. Telephone- (413) 821-0632 Fax (413) 821-0637 Dominic Urbinati Richard Bosini Inspector of Buildings Electrical Inspecctoi -- - ---------------- Sealer of Weights&Ititeasures Michael Day Enforcement Officer Plumbing Inspector -------------- Cross Connection Tester April 24, 2012 Certified Mail John G. Kudlic 491-505 Springfield Street Feeding Hills, MA 01030 Re: 33 Ifighland Avenue Agawam, MA.. Dear Mr. Kudlic: This office received a complaint, and found you to be in violation of the State Building Code, Section 116 and the State Sanitary Code Section 105. The building you own at the above referenced address is abandoned, unsafe and unsanitary, and in violation of the above Codes. You are hereby required to rehabilitate, secure or demolish this structure, and you must also remove the storage container in the front setback, forthwith. You have 14 (fourteen) days in which to obtain a permit, before legal action is taken. S' r y omin'c Urbinati Inspector of Buildings DU/bb cc: Mayor Cohen Attorney Vincent Gioscia rage 1 01 1 � I 19166 SF t `E 4? r i 13wo SF Al IOMSF 'l♦ �� If y - 17'64 SF 4 � Date: 5/21/10 Parcel 10: I16 19 9 0 40 80 Meters Owner: KUDUC JOHN G Parcel Map Parcel Address: 33 HIGHLAND AV Scale: V=40' (1:480) http://hosting-tighebond.com/agawam/print.aspx?maptype=1&image http%3a%2f/D2fproj... 5/21/2010 F A Tows. of Agawam �;4; of. Inspection Services Department Building hispecdou Code Enfnrceinew 1000 Suffield Street.Agaivarn, MA UL001 Telephone-(413)821-0632 Fax(413)821-06.17 Dominic Iurffinsft Richard flosini tv, -------------------- '101111 C.Slum Robert Ntiflord October 8,20D9 3urvev4!r CERTIFIED MAIL John G. Kudlic 491 B Springfield Street Feccling Hills. NIA 0ING RF: I I Hiuhland Avenue AllalvaTn. N4A 0100L Oear,Mr. Kudlic, Thi.,olricu has received a complaint that you are in violation of the Nfasswbusetts State Building Coftdc. in rutrunk to a building(in your property.This is in violation of 780 CIVIR Sectitio 103,1. which +tal" that all buildings shall be maintained in a safe, operable and sanitary condifina.Therefore the building at the above referenced property must be properly secured and must be brought imn a ciondition that is safe and sanitary.You arc hereby being,notified that you ha\.--c foul-teeli (14)(fay.,,,fif he 'M coii-ii)iiance tvith the iMa%%achusetts State Building Code and Gide of the Town o(Aga%vani hel"ore coot ;2Ctltill%Vill be taken. Nich day on which a violation exists shalt%;onstitutc and be deLnwd a supararc offvnst:. When said violation is corrected.please nofity the inip-evtion S-,-Tvicus DuTartmunt for i3a inspe. Utioll Sincercly, "i.ohn C Sturte, Dominic Urbinati Code Enforcement Ofricer Inspectorof Buildings CC: klayor Susan Dawson John G. Kudlic 491B Springfield Street Feeding Hills, MA 01030 October 16, 2009 Town of Agawam Attn. Dominic Urbinati John C. Stone 1000 Suffield Street Agawam, MA 01 DO 1 Re. 33 Highland Avenue Agawam, MA 01001 Dear Sirs, In regards to your letter dated October 8, 2009, the property at the above location has been boarded up. We have been in the press of obtaining demolition sign offs for utilities, water and sewer, and DEP inspection. To date all utilities have been signed off. We are still waiting for water and sewer department to do cutoff and DEP signoff. If you have any further questions regarding this property, I may be reached at(413)786-6452. Sincerely, John G. Kudlic Owner CC: Mayor Susan Dawson z,o ?'able House Zone: RA2 Required Provided Number 24 Lot Size 15 000 S .Ft 453.0 S .Ft °a Lot Frontage 110' 43.39 Front Set-Rack 30' 30, Side Yard Set-Back 15' 15, sus 9 Rear Yard Set-Back 20' 20' act I G Now Or Formerly 1 DAVID HADLEYb Rook 19882,Pap M G4 N A Now Or Formerly '3 GEORGE PASCARU 4 OSTP AreaA N Or Formerly Hook 21436,Page 155 psi It . I3,453.0 Sq.Ft MARK OL50l�i .e E 0.31 Acres Book 10253,Page 144 ,A o.. a JS Slde YRdBat�atic 30.00' •�--N45'42 VW 1asar N Now Or Fomutiy mLBWPAiE1®ir ADAM BIALAS Book 18657,Page 274 A%MWS Shad i a, House No Or Formerly 77r . 1i Number 37-39 THOMAS HANNON Book 6959,Page 413 REVISIONS! DATE: Plan TO Accompany PROJECT NO: A005-17.064 SAL VINI Associates ZONING VARIANCE APPLICATION FOR Land Surveyors And LAW use Cnnselrants 77MMStwtf WcslAeld,Ma chasetts81011 JOHN G. KUDLIC PLAN RATE: My T7,2017 SCALE: "-20' f:(413)96&In2—wee:SAI.V1MasdJes.c*t* 33 MgMmd Avenue,Agawam,Massachusetts �.�'• - r a� .�,•.. - �` IIIlI.NRYI/flp,OF Ail,.. . an FMT 22 A g 1 ..iy • l ' CL ci • �V.; o� `..�VVV yJ4 �y TM 1 i e I � �•a .A �r4 r :`11a. j o M 4L. • _ - - pA. -Y - IV �' �• lOf w� p y ' 31 YM - : FS s �• C I 4a t -4�A T °.°� r My � v V �� :'� �•, oa� a �a� a � P�' ."I" `d8 / �4� 1! ,S�' I�t `� •� a :� -. YJ Ayt i I ELOlv 't.,,. !. I 10, 6pQ .Y J9 Y•V �I CZ.3R � '• _ .�• I A r G 0 D ' t-r 4 ll I a w i .I.an d a IV .°. o b.i$ i a _}'� -t 's, I E s` i �' ,4 G"7 ::n'7�•• r.aY ra e i �W .i+e {�°'° pr wa� � C', •-Z Kep _ `t' - t �[" d°O Y aC}r� >w.u• d 4 RW R V rn _ 1•-• I `yO'� I 'r YW". w'*°•� �a �� w :g u w T. -�c C 111 V r e- R °:�_ r" ' '�f {'�i La. ft } m ',� .+ • aw '�«• P°O� m..°I"" 5 t� ae� .-I IIII; ry �7� s S■ Ga S -r-a• �r ilk# I I I r I ! + I ~� 'r - w _ N ")'- ¢iN ua 10nA 4Z 'ay •i�tia t�l°u-- title �.`!. i i 1� �I _ of -. 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H 'r42x1 'Ca? tha 3rgBt lal zrB2 1tit , jr 7,i r t" cow a �n ;mac fs o ,,- a'9 .0,9 { VII �..�-.._...�,_.aaU+c) �_ - _�r_ .. .J,Q .0 '� .. .�-�_'�•Q�6.._ ... - --- -� --.»:�i5/„- --_ � 3 IX I eJ1B _. _ - _;..1' , •...J-_ .... ;._ - -Glr--thl Zt3Z�rii� I---_ ._— - • air of Ir 0 H a s V G� ptl U •N� ah !4� f abC eaO 1 O J II N R � r ,�. � 1 �1.: , ODIC M C 4U ♦71.C�O 4p fJ2,ap.C� C; T•„� r`.�' ' . ,+ a�',�, t .JL:.�� m ` W V�•Y L Y g M G U 1 I it r• ' 4•. r s. <•# - �. .�L .» { ~ x ■ F Y w •Y A 4•rai' i rM1 r Y p I 1b1 rp O 9 ma � K u - w. c� r16 Loo�� E - xa � ' •� - . - La - 1 ' 3 .I f* '��M • �� ,tom _��• ,' I 5,` � f}* 1...:• '� .�, V '�y if r" ., _ � t` [. .� . - - Town of Agawam Board of Appeals 36 Main Street, Agawam, Massachusetts 01001.1801 Tel. 413.72&9739 Fax 413.786.9927 August 17, 2016 The Agawam Board of Appeals will hold a public hearing in the Agawam Public Library Community Room, 750 Cooper Street,Agawam, MA, beginning at 7:00 P.M., Monday, September 26, 2016 for the following- Case #: 1957 Petitioner: Charles A. Calabrese (Calabrese Construction LLC) Address: 33 Highland Avenue Reason: Seeking a Special Permit in accordance with Section 180-7 of the Town of Agawam's Zoning Ordinances, which would allow for the construction of a duplex on land with less than the required frontage at the premises identified as Parcel 33 Highland Avenue. Advertise: Thursday September S,2016 and Thursday September 15, 2016 Doreen Prouty Chairperson DP:amb LT7 ^a Y 'V C CIf 114, SCANNED._. 6't 1? 41k1 . `32� "ia Town of Agawam Board of Appeals 36 Main Street, Agawam, Massachusetts 010O1.1801 Tel. 413-726.9739 Fax 413-786.9927 71 Petition of: Charles A. Calabrese (Calabrese Construction LLC) Premises Affected: 33 Highland Avenue Cn t, Date: September 26, 2016 -� F Case#: 1957 -r The Agawam Zoning Board of Appeals conducted a public hearing and meeting at the AWwar Public Library conference room, 750 Cooper Street, Agawam Massachusetts, for all parties interested in the appeal of Charles A. Calabrese (Calabrese Construction LLC) who is seeking a special permit to allow for the construction of a duplex residence structure at the subject premises. After the public hearing and a thorough review of all pertinent facts and arguments presented, the Agawam Zoning Board of Appeals made the following findings: 1. The subject property is located in Residence District B, has 35 feet of frontage and a total square footage area of 13,000 feet; 2. Section 180-35 of the Town of Agawam Zoning Ordinance, Residence B District, requires that all lots within said district have a street frontage of no less than 100 feet; 3. The petitioner seeks a special permit to allow for the construction of a duplex residence to accommodate multiple families; 4. The subject premises was formerly owned by one John Kudlic, who at one time operated some form of club on the property; 5. On April 24, 2012, the Town of Agawam, thru its Inspector of Buildings, notified Mr. Kudlic that the structure he owned on the subject premises was in violation of the State Building Code, sec. 116, as well as the State Sanitary Code, sec. 105); 6. Subsequently to said notice, Mr. Kudlic hired the petitioner herein to demolish the structure, which he did. A search of town records does not reveal the application or issuance of any permit for such demolition. The subject property has remained vacant and unoccupied since that demolition; 7. By deed dated July 25, 2016, John Kudlic transferred the subject property to Calabrese Construction LLC. 8. Several residents of Highland Avenue attended the public hearing and expressed their opposition to the special permit citing various concerns as to issues relating to safety, traffic, emergency vehicle access, and parking. No-one in attendance at the hearing expressed any support in favor of the special permit. Member Mancini voiced in favor of granting the special permit based on the petitioner's long history of good work in the community. However,Members Maggi and Geiger argued against SCANNED -VIL r 1 DECISION (p.2) Charles A. Calabrese Case# 1957 granting the permit on the basis that the frontage on Highland Avenue was clearly inadequate and that the issues relating to safety far outweighed any such argument to support issuance. Now, therefore, by vote of one in favor and two against, the Agawam Zoning Board of Appeals denies the petitioner's request for a special permit. This decision is subject to appeal in accordance with M.G.L. Ch. 40A, Sec. 17 within twenty (20) days following the filing hereof with the Agawam Town Clerk. Attachment: Signatory Page of Decision Town of Agawam �,. Board of Appeals INW 36 Main Street, Agawam, Massachusetts 01001.1801 Tel. 413-726-9739 Fax 413.78E-9927 Signatory Page of Decision Case#: 1957 Date: September 26, 2016 Applicant: Charles A. Calabrese (Calabrese Construction LLQ Address: 33 Highland Avenue By a vote of 2 Yes and 1 No, the Zoning Board of Appeals hereby denies the petitioner a Special Permit The conclusion and findings are set forth in the attached written decision. Doreen Prouty Gary Suffriti Richaj4aggi VA Gary Geiger(Alternate) Aldo Mancini (Alt ate) 'down of Agawam 33 H hand Inspection Services Department i Building Inspection Code Enforcement 1000 Suffield Street,Agawam, MA 01001 Telephone - (413) 821-0632 Fax(413) 821-0637 Erik Wight Gary Turnbull Inspector of Buildings 4 Electrical Inspector Michael Day Michael Therous Plumbing Inspector Sealer of Weights&Measures Cross Connection Tester Enforcement Officer DATE: . TO: BOARD OF APPEALS FROM: Erik Wight, Inspector of Buildings RE: 1V1�+ �. SPECIAL PERMIT: VARIANCE The above referenced property is applying to the Board of Appeals. The Section of the Agawam Zoning by-Laws,which they are seeking relief from is Section: Paragraph. onv gig? SCANNED 4 Premises Address: 33 Highland Avenue, Agawam,MA MASSACHUSETTS STATE EXCISE TAX HAWDEN COUNTY REGISTRY OF DEEDS QUITCLAIM DEED Date: 07-26-2016 a 01:11pm Ctlt: 163 Does: 42943 Fee: $446.88 Cons: $787000.00 KNOW ALL MEN BY THESE PRESENTS, that we JOHN G.KUDLIC, being married, of 493 Springfield Street,Agawam, Massachusetts for consideration of NINETY-EIGHT THOUSAND ($98,000.00) dollars paid, grant to CALABRESE CONSTRUCTION LLC of 7 Brewster Drive, West Springfield Massachusetts with QUITCLAIM COVENANTS A certain tract of land situate in said Agawam,on the southerly side of Highland Avenue and being Lot No. fifteen (15) on plan of lots of William Fox, Jr. recorded in the Hampden County Registry of Deeds, Book 527,Page 601, said lot being bounded NORTHERLY by Highland Avenue, forty-four(44) feet; EASTERLY by Lot No. 14 on said plan, one hundred sixty-eight and 5/10 (168.5) feet; SOUTHERLY by land of the Dwight Heirs, one hundred thirteen and 8/10 (113.8) feet and WESTERLY by Lot NO. 16 on said plan one hundred eighty-six(186) feet. BEING the same premises conveyed to the grantor herein by deed recorded at the Hamden County Registry of Deeds Book 12487, Page 494. 1 Witness my hand and seal this July 25, 2016. Ain G. KUDLI KUDLIC, as wife of John G. Kudlic, I hereby release any and all homestead rights that I may have with respect to this property COMMONWEALTH OF MASSACHUSETTS HAMPDEN ss. July 25,2016 On this July 25,2016,before me.,the undersigned notary public,personally appeared JOHN G. LIC AND ANN KUDLIC proved to me through satisfactory evidence of identification, whi was a Massachusetts Driver's License, to be the person whose named is signed on the prece ing or d document, and acknowledged the he/she signed it voluntarily for its stated pmP h R. onway,Notary Publ' commission expires, Feb 24, 2023 $� JOSEPH R. CONWAY Notary Pub;{e COMMONWEAUN OF MASSACHUSETFS My Commission Expires februory 24, 2t23 2 DONALD E. AS11E, REGISTER HAMPDEN COUNTY REGiSTP.Y of DEFLS TOWN OF AGA WAM FOR OFFICE USE ONLY 36 MAIN STREET Case #: „_. 7 AGAWAM, MA 01001 . 1r ,11 BOARD OF APPEALS Hearing: ATEII Ma Expires: Application to Board of Appeals for SPECIAL PERMIT as provided in the Zoning and other By-laws. Applicant—� �►a ryes �GJ �' � tarC1.Q �at�r �, �' Address _ �eu�.ic�^ RA �r.r�- f�rY�r L�,�. f-IcaP� • Application is hereby made for a SPECIAL PERMIT as provided by Section -- , Paragraph of the By-law. 23 Premises affected are situated on vein o c Street; feet distant from the corner of U& ee+ Street and known as street number 33 Property is zoned as _ � c 13 Reason(s) for request of Special Permit: sd r _f Signature of owner or his authorized agent: T i Telephone M 1 `113 7 1L' 3 NOTICE: THIS APPLICATION MUST BE PILLED OUT IN INK OR TYPEWRITTEN CALABRESE CONSTRUCTION, LLC 7 Brewster Rd. Nest Springfield, MA 01089 413 478-0761 July 23, 2016 TO: The Board of Appeals I am requesting a variance to build a duplex on a lot without enough frontage. The lot in question originally had a structure on it. At the request of the building inspector, the building was demolished. If I hadn't demolished the building, I could have built the duplex on the existing foundation which would have violated the setback and side yard regulations. My new building will comply with all setback requirements. Again, I would like to say when I asked the present building inspector if he would have issued me a permit if I hadn't demolished the existing building and rebuilt on the existing foundation, his reply was yes. In conclusion, by following the wishes of the former building commissioner and mayor, I caused myself a lot of hardship. By granting my variance, I may encourage other landowners who have dilapidated houses to knock them down, clean the lots up, and build a more curb appeal structure that conforms to the setback zoning laws as my structure will. Sincerely, Charles A. Calabrese c:a `�'t € CD 95 t { - 2 0 - ��- 'Oki - � E �,�, Ck�MaT �y LC z:GgNERAL N0TEl_;Ef- Roofing as., Specifii§d--TAMC0-Heritage .. Series. 25Year roofing layed over 15# Feit .. Tlie General Contractor,., G. C. and A.1 :ith de./Snow Barrier alon; All Eciveo .- � W - Ic 9 qi: S.ub-Qon tkactors, S.-C. Is are, to theck and 4 .�yiidi-ng- e befo,re fJ review. 1�heise 'cor4pj�p.t-e piano Specification -i4z Ridge Venting alonq the Total ,t/10 and Oct S, t. z fn'o Bids �6fid�:apy--- cci length of ALL- Ridges. nstrixt-tion' e c, G, '.A S:�- C. !.S. are -to'. a4d 'All I -a r wi th ,an Sidin ".-to b4. Vinyl -Wolverine an . a p ulatign. Bld, n d. or Mastit f blooW Al k. CurreA.- Loca.'-1- ain' .--'State...Cbdes , L. 1 9 - _W a.. ' p 'lieA 'over R�7 Rigid Ina Y and M-1n iniums-.,or the,r P1 Ons -i6i e pj4i:' &'-over the Pl�score "sheathing PM -an e a - 4 eh-t ' d/. r- greater .:-.Al 1.,k� ter ia' ls, E.q 0 A . a Materials `used,- appfled and/ot 'Insta- iled , 1 to be as -the. Suppliii.r../manp .-i�ecco_ iac6�ei % All $qf tets to have, continuous� Viiiyi ' V 1 installedi. mend .-spe c if i es,4 I �M4 -ia A 6'er I peci- 2'x,4 �U 6" a,9! -Equai r as er is to be KD it aq.ree upon. 1-n the Cb -/Agreem�pt-�, - *11,4ittuctural Lumb nt'r' a6t n I on 0 $prUce . r, as. requ�ired . -jace .'t at j� `h A h ri 1.1 tr D!' acy eq C 0 n t i n U 0 U -j -8 rd si�g,hs-, D/B/A',-qo.`hn Y'. d fj �e V n Inc.. i s"I u n d is. to bg__cOaWe red e' d .-for Sills , U n. A 50 in�-: the con- All, uinbe,r %is J,0-Py.,. .LDP. Inc:. s u t o 61 et'idri Decks, Porthes,, or t r "c i' 11 E�t A Des iLg ns te d ept Qon�,act with concrete P ,a f e s. -ler. ar,e,."-*�Aund �:�e Pr6sOure-treated If zq �;tion . or Prob fts ng . , Design Ct "ixe Of fjce 2x F ' Any- on J-6 D-Y- 'a' d n A11-SUb-T'looring 'and -Tjndi�rlayments are,- J`_ Wa.1 I.- a�iy -roir's- arf I s f QU i�r' w s rio-t rid af fo r .1, -and -Nailed to the' Joist- 'of: S eel bi e- P I y :E Fid tbjl�m_ qed OM; s' i 4%S.- an� �"R I b�e 10 U V( Aqyr ....C.6as-t-.g;.uC,tion bei4imn'" S U b-s S P ir 4-hy Questions atise before or dur" , Gra'deS -,the... -afks are app b: on, 11119 CP. . -ion conta6t nstrutt 1-CC roc uSt be -d6bejxA , , -the Design Office -j..ma.te 8L iid m oh. .t he.*d t u a I eeding.. 4n�y furthi�r Si te...by,, the G- C ancl: 093-neer. j .. -Of T Y 7. 0.4_4:a '�A 0 R�-16. .1 L I A 3: 7. M. tF EaM T W .2 83�',.,Q M. rov.4 fS O)i H'J I Az A -A --U-0 N a cai_ -G. K TO F i n i s h to o j7 i -T. 7i -4 J: ii.."'i�v.-A nd/or. u n d e i i;jq Y. 6, 4 Z;7; i �7, kt.- M, ;44 2 7z .A. k R _Tf. 1-49 R ir W' 5- J T .7 WIS, W PF W* Inl 8 g.44-r-T.- M MW b7c wq-,. F_ 0*, .,n I M V,M h F�o V. T F,A M.Mv P1 It in 51� ".- ... .... t,-,r ._".., - - ... k - MO. _:7 _�7:1' Z A. A 4- 0. -71, -N ...... a i J'H L 0 TE fAll Corne r 2' G- a.n d 0 oo r.t .W qd o n C n s v a AW t r) t 3 A; 0- 2 .47-tAll d k �J�,4� 7 hi i X g_g A Wj I I F0 r)-j n, ?I �7n 3 7"- ir 17' MA y" 4 N "R, rl 7, tg- M TV r., gm. Z,l -L, x -44 W C1,- NVA 1?1 01 _4 A�` M S - - - W F-Pi W, rl, �.j --:,.-_----, - ,I . 341 1A A, K. S M--'I ' 4 L F V M. AT ONO Y 5 'A N N -E. % Sir ,- e.t t P., 5", U"A P", & q P. r.M1 , MI- ra -43.:V z EM, ; N ��y Jg W 'y S N"M M L1 ,t ARM T� Mi",., `,K I�i':-,,i;5zZ J, m A d Ir a. -00 NOT SuALE. Of 0 0WrPACT(>A fINDIOP 0wNFR—',%pc- %— - WNSIONS -MEASIURE-NOF t4, If."FoRt SIMmNG .4NY y W— AND I I "�C�ANY 6PQ0!&%i- Al ,rq A U:0 R S T . F) ; . .'.., _). NNUOR WA(.L.S —Of .jp.�' ACC'OPONG,,ii, .,x!., iE A N;,t,JK.f 4 -LOVV THE FINIS�q GPADE W YCCST UNDt:R KITCHE S PAr �')ATHRQCi4S AND-o iALLEI PAR;I�J'Qook ak oouiurzo. OVERY 2' -10 ST:` 'A 4aOV� TtiE FURNAPE IS FO HAVE 5%* m 1. 4 j 'n c mt;. ........... 0 n .0, 7 -7 2 c h �:R;":o 0 f 4101- r qH o 61 46 F777 Ir YL, --——------ -h-W c --H a t Co. pp .iL cn1.14 le iRIF_ I DE N.. L �7� 77 -be ArC Qv 1p 7 -2: 3 ecclojui A." !X V-� 0 1-b 90 'A ' 't PATIO E(X ft 1 .11 -il, -an i.S4 46 () zlln e r. :,vu S*,.p v a do. r 6 N. F W- 44 F A G GO 8 . T 'I , P. 14 TT- /410 ON Cr'% j76-.-A # 01 lad, p:fi A/ 1) 1 NA NG -3 A DIM N V.1.1 _:i; I.J IV. v7 . . . . . :. Z� 0 c OV�. Niul��;:,�.., " . 6p, MQ;S IA. 8/Z S, Wt .40., I (D 2� f "J.0ca r Lp -g;z c 0,n 4.w !,+� AXII - I ; '� li 1 1.1.- � ": L' . . , . ,, _CH L� N Hit C) T, C H Of 2. -RW L 7. M5 i si I . ...1',, , 1.1--y - - -, _- - - � -1: I I , 'It gj% 7_17V 77T.. 7- to '4 W 7�'v M,M, in ar 0 'Idi 7. C` 13.F lb An ROW ej he -A J,15 L �Mm Ni :j N 's 71 1.11 2,K G 4� 3' L R L 11 V i IN Ni 'A F-M IP in , r AL I # . - V �,en, M; -p, A rn Moll 1n: 'ZIOX3.4 .......... Smr. 'A N �0 0.M W 4 0" Ai 1; ksl All lz 4. NA 121 (D f T�i 8 4:2 2 F4 p�4 ION; qv jy. mm R' T, Ln _77 1,5. Q2 , T , , ;, q , nl i7i 04 SI -!'7777: 1�5 7 . .;� K�� - M C, "Wo v 7 .47� 1".0 d" M; .77 77 I ;1.1,mi IC IS70-7-�v 7 r\J �,R 71' Mi F 0 up p I'I -ZEN%. 71 Town of Agawam- Inspection Services Department Building Inspection Code Enforcement 1000 Suffield Street, Agawam,MA 01001 Telephone-(413) 821-0632 Fax(413)821-0637 Erik Wight Gary Turnbull Inspector of Buildings Electrical Inspector Michael Day Michael Theroui Plumbing Inspector Sealer of Weights&Measures Cross Connection Tester Enforcement Officer DATE: .TO:- BOARD OF APPEALS FROM: Erik Wight, Inspector of Buildings c► SPECIAL PERMIT: ; VARIANCE: The above referenced property is applying to the Board of Appeals. The S ction of the Agawam Zoning by-Laws, which they are seeking relief from is Section: Paragraph. SCANNED q f � rt ................................. y► TOWN OF AGAWAM rnit OFFICE };c�ni.N f.0 36 MAIN STREET Case# ,, AGAWAM, MA 01001 Filed BOARD OF APPEALS Hearing �RTED Mp�l Expires Application to Board of Appeals for VARIANCE from the requirements of the Zoning By- laws. Applicant John G. Kudlic Address 491B Springfield Street Feeding Hills MA 01030 Application is hereby made for a VARIANCE from the requirements of Section� S Paragraph of Zoning Ordinance. Premises affected: 33 Highland Street Address,,,, Property zoned as: Residence B - 1. Description of existing building: _ C, a. Size of building: 28 x36 Height: 21 #of stories 2 b. Occupancy or Use: (of each floor) .2 family C. Date of Erection: NA d. Has there been a previous appeal, under zoning on these premises a 2. Description of proposed work or use: New building _ rt 3. The principal reasons upon which i base my application are as follows: In April 2012 I received a letter from Agawam Inspection Services and Fire Department that building - in question would have to be demolished and I was informed^ I could rebuild again - See Attached. Signature of owner or his authorized agent: 110 Telephone #: 41 3-786-6452 ___ _ NOTICE: THIS APPLICATION MUST BE FILLED OUT IN INK OR TYPEWRITTEN AGAWAM FIRE DEPARTMENT 800 MAIN STREET,AGAWAM,MA 01001 TELEPHONE (413) 786-0657 FAX(413) 786-1241 ALAN SmOIS,CHIEF of DEPARTMENT afdchief@agawam.ma.us GARY BROWN,ACTING DEPUTY CHIEF afddeputy@agawam.ma.us SCOTT MIT nut,FIRE INSPECTOR afdinsp@agawam.ma.us BRIAN KEEFE,DRILL INSTRUCTOR afdtraining@agawam.ma.us April 27,2012 FIRE INSPECTORS REPORT This office was notified of safety concerns located at 33 Highland Ave. Owners of this parcel are Kudlic Brothers. The property is now vacant. It was once a Social Club known as the Emanual Club. I inspected this property with Nick Urbinati from Inspection Services. I found the building to be unsecure with access from the rear. Inside I found lighter fluid and paper. With evidence that the paper had been burned. I believe that minors had used the lighter fluid to start the paper on fire. Outside the building I found evidence of an abandoned underground fuel oil storage tank. State Regulation (527 CMR.9.00,502 CMR 3.00) require removal of underground tanks. Mr.Urbinati contacted Gregg Kudlic, and informed him of our findings. He was made aware of the dangers instructed him to secure the building. I followed up with a second inspection within 24 hours and found that corrections had been made and the building was made secure. Both Nick and I will continue to monitor the building as to public safety concerns. '-AA Scott Mitchell Fire Inspector January 9, 2017 TO: The Board of Appeals 16�� 6(*6 xI PWYm4 1 am requesting a Ito build a duplex on a lot without enough frontage. The lot in question originally had a structure on it. At the request of the building inspector,the building was demolished. If I hadn't demolished the building,I could have built the duplex on the existing foundation which would have violated the setback and side yard regulations. My new building will comply with all setback requirements. Again, I would like to say when I asked the present building inspector if he would have issued me a permit if I hadn't demolished the existing building and rebuilt on the existing foundation, his reply was yes. In conclusion, by following the wishes of theifierbuilding commissioner and mayor,I caused myself a lot of hardship. By granting my�cay encourage other landowners who have dilapidated houses to knock them down,clean the lots up and build a more curb appeal structure that conforms to the setback zoning laws as my structure will. Sincerely, John G. Kudlic Town U f Agawam Inspection Services Department Building Inspection Code Enforcement 1000 Suffield Street,Agawam,MA 01001. Telephone- (413)821-0632 Fax(413)821-0637 Daminsc Urbiaati Richard Bosini Inspector of Buildings Electrical lnspemr ---------------- Sealer of Weights&Measures Michael Day I n bmenmt Officer Plumbing Inspector ----------------- Cross Connection Tester April 24, 2012 Certified Mail John G. Kudlic 491-505 Springfield Street Feeding Hills, MA 01034 Re: 33 Highland Avenue Agawam, MA Dear Mr. Kudlic: This office received a complaint, and found you to be in violation of the State Building Code, Section 116 and the State Sanitary Code Section 105. The building you own at the above referenced address is abandoned, unsafe and unsanitary, and in violation of the above Codes. You are hereby required to rehabilitate, secure or demolish this structure,and yod must also remove the storage container in the front setback,forthwith. You have 14(fourteen) days in which to obtain a permit,before legal action is t4ken. is' r y 9 art.. , ominic Urbinati Inspector of Buildings DUlbb cc: Mayor Cohen Attorney Vincent Gioscia • i http://50.203.30.59NirtualViewerJavatiTML5/resources/print.htrn i t , 8k 21382 Ps:383- 0.158569 09---30-20 16 a 01 = 4 t o MASSACHUSETTS STATE EXCISE TAX HAMDEN COUNTY RE61STRI Of DEEDS Date: 09--30-2016 a 01:41aa Ct14: 399 Doct: 58569 KNOW ALL MEN BY THESE PRESENTS, that, Eea: $446.88 Gans: %98,D00,00 CALABRESE CONSTRUCTION LLC A Limited Liability Company duly established under the laws of the Commonwealth of Massachusetts and having its usual place of business at 7 Brewster Road, West Springfield, Hampden County, Massachusetts for consideration paid, and in full consideration of ' NINETY EIGHT THOUSAND AND 00/100 ($98,000.00) DOLLARS" to +J grant to JOHN G. KUDLIC of 493 Springfield Street, Agawam, Hampden County, Massachusetts NTH QUITCLAIM COVENANTS w A certain tract of land situated in AGAWAM, Hampden County, Massachusetts on the southerly side of Highland Avenue and tieing Lot No.fifteen (15)on plan of lots of William Fox,jr, recorded in the Hampden County Registry of Deeds, Book 527, Page 6D1, said lot �► being bounded NORTHERLY by Highland Avenue, forty-four(44)feet;EASTERLY BY Lot No. 14 on said plan, one hundred sixty-eight and 5/10 (168.5)76—et; SOUTHERLY by land d of the Dwight heirs,one hundred thirteen and B110(j3.8)feet and WESTERLY by tot No. 16 on said plan one hundred eighty-six(1 L36)feet. No title examination was done by the preparer of this deed. THIS sale is not a sale of substantially all of the assets of the limited liability company and is a sale in the ordinary course of business of the limited liability company. BEING the same premises conveyed to the grantor herein by deed of John G. Kudlic recorded in the.Hampden County Registry of Deeds Book 21282, Page 231. I of 2 1230/2016 11:25 AM r a Witness my hand and seal this July 25, 2016. r G. KUDLI KUDLIC,as wife of John G. Kudlic, I hereby release any and all homestead rights that I may have with respect to this property COMMONWEALTH OF MASSACHUSETTS HAMPDEN ss, July 25,2016 On this July 25,2016,before me,the undersigned notary public,personally appeared JOHN G. LIC 7aMassachusetts ANN KUDLIC proved to me through satisfactory evidence of identification, whi wa Driver's License, to be the person whose named is signed an the prece ing d document, and acknowledged the he/she signed it voluntarily for its staled pure h R. onway,Notary Pubb commission expires,Feb 24, 2023 & JOSEPH R. CONWAY Noiary Pubflc COMMONWEALTH OF MASSACHUMTS My COMM1881on Expires Februory 24, 202a 2 DONALD E. 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Iql i.�l 5 .r♦I I LI- ,,� ; I .i!,e: •`f.,l II i I174'll:��•'�", - "•':,f•, .7 i'' - -,''a!Si - :I�{�I4�1�'I'i; 'F,1#-.,:I! ''I,,,f: €i li.;i Id:sl„, S,rT i_,le'ifl '•I?�IiI.I� Ilt ! I I�! :'. - idl'll. il- o I' .I . %C- F A a --= �� Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 July 13, 2016 Bob Hale H.P. Hood, Inc. 233 Main Street Agawam, MA 01001 Dear Mr. Hale: At its duly called meeting held on July 7, 2016, the Agawam Planning Board voted to approve the Site Plan for three new vertical milk storage silos to replace three horizontal tanks on the roof of the existing H.P. Hood building at 233 Main Street. The Board's approval is conditional upon all professional staff comments. If you have any questions, please contact this office at 786-0400, extension 8737. Sincerely Mark R. Paleologopoulos, Chairman AGAWAM PLANNING BOARD F,. x MRP:prk = -y Cc: Insp. Services, ZBA, Eng. Dept., Town Clerk,File = ' ry .- cst -- a-n SCANNED 64 2�/ Town of Agawam- JI t Inspection Services Department i Building Inspection Code Enforcement 1000 Suffield Street,Agawam,MA 01001 Telephone- (413) 821-0632 Fax(413) 821-0637 Erik Wight Gary Turnbull Inspector of Buildings Electrical Inspectot Michael Day Michael Theroux Plunbing Inspector Sealer of Weights&Measures Gross Connection Tester Enforcement Officer DATE: 1e TO: BOARD OF APPEALS FROM: Erik Wight, Inspector of Buildings RE: �4 (j SPECIAL PERMIT: N) VARIANCE: ` The above referenced property is applying to the Board of Appeals. The Section of the Agawam Zoning'by-Laws, which they are seeking relief from is Section: Paragraph. SCANNED ��G ..................................... ............. ................ TOWN OF AGAWAM FOR OFFICE USE ONLY 36 MAIN STREET Case #: is H-9 AGAWAM, MA 01001 Filed: LL 0 BOARD OF APPEALS Hearing: RTEDMP Expires: ......................... ..................................... ............. ................... Application to Board of Appeals for SPECIAL PERMIT as provided in the Zoning and other By-laws. Applicant Address M w S-1 • na okook Application is hereby made for a SPECIAL PERMIT as provided by Section Paragraph of the By-law. Premises affected are situated on MT13 Street; — ell, feet distant from the corner of C L Street and known as street number 233 Property is zoned as Reason(s) for request of Special Permit: -k --,M eNT L 0 t-Z-�TRL= St-0"SL -trw VZ FPA- M i LAe- _T_U' Qr,J SD��CAST k-ooC- M I LAIL, Ca-o?JtGif ---,A Lo-r, 6tLLDrj anof r-i NW- ZI., 14 0-4- (Likh-A &N) 00 i9AU& HOCZ14T r -Imz 1222-_->F_QE qq, J-C , -w ONE 1� ,000 G,L !;,Lo IS 30' s Mn-A &J CKT,�ALL_ Y L-)c-,wr CN 5 3' 8 , 5EC'j%L ft tT Signature of owner or his authorized agent: La baic) Telephone #: LA k 3 NOTICE: THIS APPLICATION MUST BE FILLED OUT IN INK OR TYPEWRITTEN Bk 13330 Pg510 07t2al ka"t EXECUTED as a sealed instrunterit as of this 97�day of June,2003. H.P. Hood & Sons, Inc. By: 30 . Kaneb P e dent eresa M. Bresten ' Treasurer COMMONWEALTH OF MASSACHUSETTS County of Siff felk June 26, 2003 Then personally appeared the above-named John A. Kaneb,President of H.P. Hood & Sons, Inc_, and'Theresa M. Bresten,Treas=r of H.P. Hood&Sons,Inc.,and acknowledged the foregoing to be their free act and deed and the free act and deed of " H.P. Hood& Sons,Inc. before me, Notary Public Print name: Camille M. DiCocco My commission expires: 9 25 03 (Affix Official Seal Hereto) IBO18964.9;21 Bk 13330 Pg511 #71281 [Agawam,Massachusetts] EXHWIT A UMEGISTERED PARCEL The land, together with all buildings and improvements thereon, shown as Unregistered Parcel A on a plan of land entitled "Title Insurance Plan of Land in Agawam, Massachusetts, Owned by H.P. Hood & Sons, Inc., Survey at 233 Main Street, Agawam, Massachusetts", dated March 26, 1995, Prepared by Thomas Wilson and Associates and Thompson-Liston Associates, Inc., recorded with the Hampden County Registry of Deeds,Plan Book 305, Pages 118 and 119,bounded and described as follows: COMMENCING at the northwesterly corner of Unregistered Parcel A;thence S. 79 degrees 11' 59"E. by Deed Line in 2424/207 "By the Meadow Road"293.94 feet; thence. N. 10 degrees 38' 07" E. by land n/f heirs of Charles L. Goodhue, 21 feet, more or less; thence SOUTHEASTERLY by the Westfield River (a/k/a Agawam River), 603 feet, more or less; thence S. 58 degrees 10'08" E. by land n/f Thomas H. Stapleton at"The Noddle", 79 feet more or less; thence N.06 degrees 32' 19"E.by land n/f Thomas H. Stapleton at"The Noddle",24 feet,more or less; thence SOUTHEASTERLY by the Westfield River (aVa Agawam River), 168 feet, more or less; thence S. 02 degrees 39' 00"W. by land n/f Alfred M. Grasso,219 feet,more or less; thence S. 55 degrees 21' 00"E, by land n/f Alfred M. Grasso, 155.00 feet; thence S. 54 degrees 23'38"W. by land n/f Frank A.Grasso, 50 feet;thence N. 65 degrees 58' 00"W. by land n/f Frank A. Grasso,99.00 feet;thence N. 46 degrees 20' 00"W.by land of Southworth Company,231.30 feet;thence N. 79 degrees 20' 47"W. by land of Southworth Company, 163.02 feet; thence S. 27 degrees 37' 43"W. by Iand of Southworth Company, 410.50 feet;thence N. 39 degrees 37' 49" W. by Parcel 10, 707.52 feet;thence {80184609;2} Sk 13330 Pg512 071281 N. 39 degrees 40' 00"W. by Parcel 5, 197-14 feet to the point and place of beginning. EXCEPTING from the above-described premises Parcel No. 1 as shown on said Plan, conveyed to the Town of Agawam by Deed, dated June 13, 1992, recorded with said Deeds,Boots 8108,Page 27. Unregistered Parcel A containing according to said Plan 7.5 acres more or less. REGISTERED PARCEL A certain parcel of land situate in Agawam in the County of Hampden and said Commonwealth bounded and described as follows: SOUTHWESTERLY by the Northeasterly line of Main Street, 527.49 feet; NORTHWESTERLY 218 feet; SOUTHWESTERLY 200 feet by Lot 9 as shown on a plan hereinafter mentioned; NORTHWESTERLY by Lot No. 5 as shown on plan filed with Certificate of Title No. 7002, 401.18 feet; NORTHEASTERLY by land now or formerly of Robert W. Day, 707.52 feet; and 4 SOUTHEASTERLY by Lot No. 1 t as shown on first above mentioned plan, 623.39 feet. Said land is shown as Lot 10 on the first above plan. All of said boundaries are determined by the Court to be located as shown on subdivision plan numbered 1369-E, Drawn by Durkee, White & Towne, Engineers, dated January, t958, as approved by the Court, filed in the Land Registration Office, Certificate of Title No. 9049 and being the premises described in Certificate of Title No. 19691, The within described laild.is s b&ct to aqueduct provisions set forth in a deed from Charles L_ Goodhue, to•Ste h-i W-,t ne'r, t d �IEi 23 I,B ,hand recorded with Hampden Deeds Book; Page .r� 1: 1 ; ° f, , Together with the benefit of the covenant as set f6A i i`Dd� ni O�24434. . .- �fi!'A1.A �'TY 4fGfSIRY �DES 0301 OnW,.y, G=fir � A TRUE PHOTOCOPY AS RECORDED IN HAMPDEN COUNTY REGISTRY OF DEEDS AND IT IS SO CERTIFIED 1300K� / 3 3 0 PAGP � c( ATTEST REGiSTEA :?Y -2- COMMONWEALTH OF MASSACHUSETTS COUNTY OF SUFFOLK, ss. September 30 , 1997 Then personally appeared the above named John A. Kaneb, President of H.P. Hood Inc., and Theresa M. Breaten, Treasurer of H.P. Hood Inc., and acknowledge the foregoing Instrument to be (heir free act and deed and the free act and deed of H,P, Hood Inc„ before me, 'Notary Public-, Public: My Commission Expires: z1 K f l :l_ t704:3—Z-;29 r 0r:=30 EXHIBIT A The land, togetlicr with all buildings and improvements thereon, shown as Unregistered Parcel A on plan of land entitled "Title Insurance Plan of Land in Agawam, Massachusetts awned by H.P. Rood & Sons, Inc. Survey at 233 Main Street Agawam, Massachusetts" dated March 26, 1995, prepared by Thomas Wilson and Associates and Thompson-Liston Associates, Inc. and recorded herewith (the "Plan") and more particularly described in accordance with said Plan as follows, Commencing at the northwesterly corner of Unregistered Parcel A. thence 5 79" 11' 59" E by Deed Line in 2424/207 "By the Meadow Road," two hundred ninety-three and 94/100 (293.94) feet; thence, N 10° 38' 07" E by land n/f heirs of Charles L. Goodhue, twenty-one (21) feet, more or less, thence, Southeasterly by the Westfield River (a/k/a Agawam River), six hundred three (603) feet, more or less; thence, S 58" 10' 08" C by laud n/f Thomas H, Stapleton at "The Noddle," seventy-nine (79) feet more or less; thence, N 06° 32' 19" C by land n/f Thomas H. Stapleton at "The Noddle," twenty-four (24) feet more or less; thence, Southeasterly by the Westfield River (alk/a Agawam River), one hundred sixty-eight (168) feet more or less; thence, S 02' 39' 00" W by land Of Alfred M. Grasso, two hundred nineteen (219) feet more or less; thence S 55" 21' 00" 133 by land n/f Alfred M. Grasso, one hundred fifty-five and no/100 (155.00) feet; thence, S 54" 23' 38" W by land n/f Frank A. Grasso, fifty and no/100 (50.00) feet; thence, f N 65" 58' 0& W by land n/f Frank A; Grasso, ninety-nine and no/100 (99.00) feet; thence, N 46" 20' 00" W by land of Southworth Company, two hundred thirty-one and 30/100 (231.30) feet; thence, V' -2- 1 N 790 20' 47" W by land of Southworth Company, one hundred sixty-three and 02/100 (163.02) feet; thence, S 27' 37' 43" W by land of Southworth Company four hundred ten and 50/100 (410.50) feet, thence, N 39' 37' 49" W by Parcel 10, seven hundred seven and 52/100 (707.52) feet; thence, N 390 40' 00" W by Parcel 5, one hundred ninety-seven and 14/100 (197.14) feet to the point and place of beginning. Excepting from (lie above described premises Parcel No. 1 as shown on the Plan, conveyed to the Town of Agawarn by deed dated 6/15/92, recorded with said Deeds in Book 8108, Page 27. unregistered Parcel A containing according to said Plan 7.5 acres more or less. {:11:F1R5llE1QU.i11 K1lilitl'.A;NJIYI9I l_ONALD E.ASHE, REGISTER HAMPDEN CHUMP REGISTRY OF DEEDS .. gF� a �`' i "�► ' i eel •� Y r Jil l .•q��a Asa; �� MIA ��•� Fin . �_ r 1p u e qy qy �WR10 Jo�IWqu1 . i i 'OF� po a J kii + iF ` Mst tk I 40� IV �e r fi <- o �G - P n y d 3 m a � 69Cl 3SYJ 1.EIf70.7 ONY1 g Ila, 94 DIN �21 fl, ITEM.I SIZE 10TY. DESCRIPTION SERVICE DESIGN DATA A 16'x20" 1 STANDARD INSULATED ELLIPTICAL INSIDE SWING MANWAY WITH GASKET, SAMPLE VALVE AND GRAB HANDLE MANWAY VESSEL NOMINAL CAPACITY: 10,000 GALLONS B 3' 1 SANITARY CLAMP CONNECTION WITH INTERNAL 90' ELBOW (LESS VALVE) OUTLET TANK DESIGN CONDITIONS: HEAT TRANSFER ASME CODE 'UM' STAB; C 3" 1 SANITARY CLAMP CONNECTION - (LESS VALVE) INLET ATMOSPHERIC OPERATION MAX PRESSURE: 150 PSIG 3A SANITARY CONSTRUCTION FOR MILK MAX TEMPERATURE: 175' F. D - 1 58" W x 58' T x 20' DEEP STAINLESS STEEL ALCOVE, INCLUDES 2' TRIM FLANGE,WITH PITCHED BOTTOM FOR COMPLETE DRAINAGE ALCOVE SEISMIC DESIGN: IBC 2009-SITE CLASS 'D' MIN TEMPERATURE: -20' F. ALCOVE WELDED TO TANK AT FACTORY VESSEL MATERIAL: SPEC. GRADE THICKNESS/CLASS DOTES E 4' 1 INTERNAL 4" OD VENT TUBE EXTENDING FROM TOP,HEArL TQ ALCOVE AREA, WITH 4" SANITARY NON-CAPPING CLAMP CONNECTION, VENT JUPPER BARREL- SA-240 ' 304 12 GA 0.1054' 108' I.D. AND REMOVABLE SCREEN IN ALCOVE SHELL- LOWER BARREL: SA-240 SO4 10 GA 0.1350' 108" I.D. F 4' 1 INTERNAL 4' 00 OVERFLOW TUBE, WITH ADVANCE TRICKLE HOLE, EXTENDING FROM TOP HEAD TO ALCOVE AREA, NTH 4" SANITARY OVERFLOW TOP HEAD F&D : SA-240 304 10 GA. 0.1350' 108" I.D. NON-CAPPING CLAMP CONNECTION AND REMOVABLE SCREEN IN ALCOVE BOTTOM HEAD FLAT FLANGED): SA-240 304 10 GA. 0.1350' 108" I.D.; PITCHED 3 4' PER FT G 1 1/2' 1 SANITARY CLAMP CONNECTION AT THE BOTTOM OF THE OVERFLOW TUBE WITH ANDERSON HIGH LEVEL PROBE (LESS PROBE) INCLUDES GASKET & CLAMP LEVEL PROBE BOTTOM HEAD BACKER PAD: SA-36 CARBON STEEL 1 4" - H 2 1/2" 1 PATENTED 3A APPROVED 'SPRAY-UP' NOZZLE SUPPORTED BY 'A' FRAME STYLE SUPPORT RODS INSIDE THE TANK CIP TOP HEAD SHEATHING F&D : SA-240 304 10 GA, 0.1350' 114" I.D. WITH 2-1/2" HEAVY WALL SANITARY CLAMP CIP INLET CONNECTION WITH CAP, GASKET & CLAMP IN THE ALCOVE SIDEWALL SHEATHING: SA-240 201 12 GA. 0.1054' J - 1 STAINLESS STEEL TUBULAR HOOK-UP DEVICE FOR CONNECTING CIP LINE TO OVERFLOW & VENT LINES IN ALCOVE CIP INTERLOCK ALCOVE: SA-240 304 12 GA. 0.1054' INCLUDES INTERFERENCE ROD TD INSURE MANWAY DOOR IS OPEN DURING CIP HEAT TRANSFER MATERIAL: MEDIA: CHILLED WATER K - 1 LOUVERED MANWAY DOOR (1 PER LOCATION) (NOT SHOWN) CIP DOOR CHANNEL SIDEWALL- SA-240 304 18 GA. 0.0595' 100 SQ FT 1.61 CU 1 ZONE L 1/2" 1 PROJECTILE WELL WITH 5" DIAL THERMOMETER (20-240' F RANGE) THERMOMETER SIDEWALL MANIFOLD: SA-240 304 10 GA 0.1350" `C' MANIFOLD 7 8" x 2-7 B' M 1 1/4' 1 PROJECTILE WELL - (ANDERSON EQUIVALENT 41247) (TAYLOR EQUIVALENT 26P397) - (LESS RECORDER) RECORDER WELL CHANNEL CONNECTORS: SA-240 304 14 GA 0.0751" N -- 1 ANDERSON LONG LEVEL SHELL 171060-AD003 (LESS DEVICE) LEVEL SHELL HEAT TRANSFER CONNECTIONS: SA-312 304 SCH 40 - P -- 1 HORIZONTAL CIP-ABLE 22" DIA. 3-BLADED AGITATOR, POWERED BY A 2 HP SINGLE SPEED INVERTER DUTY TEFC NORD AGITATOR OTHER MATERIAL' SK92672AZBH GEAR MOTOR OPERATING AT 63 RPM -- 230/460/60/3 (LESS SWITCH) - INCLUDES FOOD GRADE LUBE IN THE BASE: SA-36 CARBON STEEL - GEARBOX, MOTOR SUPPORTS, SANITARY CIP SEAL & SANITARY CLAMP CONN W/REMOVABLE HOSE FOR CIP HOOK-UP BOTTOM BASE RING: SA-36 CARBON STEEL 1' x 2-1/2" PAINTED SILVER Q 2' 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER INLET (LESS CONTROLS) HEAT TRANSFER REINFORCING CONE SEGMENTS: SA-36 CARBON S7EELj - - R 2' 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER OUTLET (LESS CONTROLS) HEAT TRANSFER HOLD DOWNS: SA-36 CARBON S - PAINTED SILVER S I - j 4 j (2) LIFTING LUGS WELDED TO THE TOP HEAD AND (2) LIFTING HOLES IN THE BASE LIFT LUGS MANWAY GASKET: - FDA - BUNA-WHITE INSULATION (TOP): - 3 CHLORIDE AND ASBESTOS FREE SOFT FIBERGLASS T A - 1 7 1 HOLD DOWNS - SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS HOLD DOWNS INSULATION_(SIDEWALL): - 3" CHLORIDE AND ASBESTOS FREE EXPANDED POLYSTYRENE GENERAL NOTES: INSULATION BOTTOM : I - CHLORIDE AND ASBESTOS FREE SPRAY ON URETHANE FOAM 1. ALL EXTERNAL PIPING TO BE SUPPORTED INDEPENDENT OF VESSEL. INTERNAL FINISH SPECIFICATION: SHOP TOLERANCES: 2. ALL SHEATHING PENETRATIONS FLARED AND SILICONE CAULKED AND DEVIATION FROM VERTICAL: 1/2" NOZZLES:PROJECTION: SHORTEST DISTANCE FROM OUTSIDE SURFACE TO FLG. ALL HEAT TRANSFER CONNECTIONS TO HAVE EXPANSION BEZELS. MATERIAL: #4 FINISH OUT OF ROUNDNESS: t 1' OF NOM. 'D' FACE f 1/4" 3. SIDEWAFOR GILL SHEATHING E A WELDED CONSTRUCTION WITH SLIP JOINTHE FOR THERMAL EXPANSION. WELDS: MP32 32 RA HEADS: OUTER PROFILE: NOT TO EXCEED 1.25' OF NOM. "D" DEVIATION FROM HORIZONTAL, VERTICAL OR INTENDED POSITION t 1/2' 4. FOR CIP CLEANING, THE MANHOLE DOOR MUST BE OPEN. USE THE CIP INTERLOCK / W/ LOUVERED DOOR IN PLACE. INNER PROFILE: DEVIATION OF BOLT HOLES IN ANY DIRECTION f 1 8 NOT TO EXCEED .625' OF NOM. 'D" " 5. ALL CARBON STEEL TO BE PAINTED WITH RUST INHIBITOR PRIMER. EXTERNAL FINISH SPECIFICATION: DEVIATION FROM ANGULAR LOCATION f 1/2. 6. ALL PRODUCT CONTACT MATERIAL TO BE 304 STN STL UNLESS NOTED OTHERWISE. MANWAY: LOCATION qV ANY PLANE & 1/2' ASME NOTES: MATERIAL: 2B FINISH (NOT SCRATCH FREE) SUPPORTS: DEVIATION FROM ANGULAR LOCATION t 1'. WELD FILLET SIZE: + 1/8', - 0- 1. MATERIALS & CONSTRUCTION PER ASME SECTION VIII, DIV 1, 2013 EDITION. WELDS: MCO / CLEANED ONLY TO REMOVE DISCOLORATION DEVIATION FROM REFERENCE LINE t 1/4 2. ALL WELDERS AND WELDING PROCEDURES ARE CERTIFIED IN ACCORDANCE (WELD RIPPLE VISIBLE) WITH ASME SECTION IX. 3, SEE NAMEPLATE DETAILS FOR CODE STAMPING REQUIREMENTS. ALCOVE FINISH SPECIFICATION: 4. VESSEL IS EXEMPT FROM IMPACT TESTING PER UHA-51(d&e . 5. NATIONAL BOARD NUMBER TO BE ASSIGNED AT VESSEL CO PLETION. MATERIAL: f4 FINISH 6. YEAR IN WHICH COMPLIANCE WITH ALL CODE REQUIREMENTS HAVE BEEN MET STORAGE SILOS IS TO BE STAMPED IN THIS SPACE. WELDS: MP35EX / 35 RA 7. HEAT TRANSFER DESIGN OPTION: SIDEWALL - CW07 EXCEPTION: MCO / CLEANED ONLY TO REMOVE DISCOLORATION 8. HEAT TRANSFER JACKET ASME CODE BOUNDARY ENDS AT THE FIRST CIRCUMF RENTIAL MANWAY HRDWR WELD RIPPLE VISIBLE 2 TANKS JOINT OF THE INLET & OUTLET PIPE NIPPLES, REF ASME SECTION VIII, U-1(e} 1)(0). APPROXIMATE WEIGHTS: 9. ALL GROOVE & BUTT WELDS ARE TO BE FULL PENETRATION UNLESS NOTED 0 ERWISE. 10. REFER TO BILL OF MATERIALS 15EO465 & 15EO466 FOR SUB ASSEMBLIES. EMPTY VESSEL: 12,143 LBS. FULL O NOM. CAPACITY: 96,758 LBS. TAG NO. TANK NO FULL O OVERFLOW CAPACITY. 101,762 LBS. SEE ASME NOTE 5 USING PRODUCT S.G.=1.04 PT 1 15EO465 TESTING PRESSURE. PT 2 15EO466 VESSEL N A JACKET: 195 PSIG CERTIFIED BY CIP REQUIRED: 109 GPM 0 25 PSIG FELDMEIER EQUIPMENT, INC. QUOTE N 4 20451BD2 P.O. Na. CER01299 U I LITTLE FALLS, NEW PSI AT USA -� FELDMEIER EQUIPMENT w VESSEL MAWP�PSI AT E�'F `� 'EXTERNAL MAWP�PSI AT F�l T STANDARD NUMBER e F E. Mill Street IYE55EL MDMT®'F AT® PSI WELDING SPECIFICATIONS: Little Falls, New York 4336s FELDMEIER EQUIPMENT, INC LISTED SPECS. ARE APPROVED FOR USE iJACKET MAWP( SI AT ��a T SYRACUSE, NEW YORK. USA UNLESS OTHERWISE NOTED ON THIS DRAWING DRAWN BY:KJB ENGRG. Approved $y C! REV A EXTERNAL MAWPC�IPSI ATEg�j'F DATE 07.01,15 SHEET: 1 of 3 'JACKET MONT CST AT= PSI W101 A R11 W111 R6 YEAR BUILT RIAL NO. 509, W101S R4 QTY (2): 10,000 GALLON 108" I.D. STAG NUMBER nUNITED 15EO465 W1O28 R3 VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK MOC SHELL E KET 15EO466 MADE IN THE ATES OF AMER SEE ASME NOTE 6 WELDING WIRE SPECIFICATIONS: SOLD TO: H.P. HOOD SS TO S5 GTAW (TIG) P316LSI 316LS1 WIRE 233 MAIN ST., AGAWAM MA., 01001 ASME NAMEPLATE STAMPING PT-1 SS TO SS GMAW (MIG) WIRE REVISED APPROAMATE WEIGHTS.ADDED FULL 0OVERFLOW 67.14.15 KM SHIP TO: DRAWING NO. PT-2 U H.P. HOOD NO. ALTMAWN DATE DCL 233 MAIN ST., AGAWAM MA., 01001 15EO465 VENT LINE EXTENDS HIGHER IN TANK THAN OVERFLOW LINE SEE DETAIL 'A' 900 BASE LIFT HOLES 26 —4 ----- -------------------T---------------L--r — y� I r 1• MINIMUM — S (316") r I I It TO TOP HEAD 45° APPROX I HOLD � 3/4„ DIA ' 1350 E,•OAH 10,000 GALLON [ADVANCE TRICKLE T- - 2R• A ROX LEVEL WARNING HOLEHDHEAD 23-0 2-7/8 +(276") T_SEA 5-13/16• , STIR. t I I I I { l I \\ SIDE 108" I.D. Nam-i s It \ I--. r � / /r q I p \ 156" 114 1/2" O.D. lie { „ i 10,000 GALLON Irr' it i 12GA 4 VENT ( ) I --�� - - — t -��--'I I _ TUBE I APPROX. LEVEL ' ;r� 'h It - � r ,I - - II II 41 1 I. { i t 4„ OVERFLOW S T --- __ _ __-- _r ____== =____= 00 It I; TUBE ;'! SPRAY I;; rrr ,r lilt 4 I. 'tip' rrr ,+ DETAIL 'A' 1, NOZZLE �� I I 1 l rl r r r ------ ---------- -- - ----------------- r �I '!- r r ---------------- -------------- +r- --- \`\ rrr SEE SHEATHING l ; OVERLAP DETAIL 4 120" „ l I ,-,��• UPPER SHEATHING 3150 (10GA) INSULAT}ON T I I-4" OVERLAP 2700 II t Q PLAN VIEW SPRAY NOZZLE TANK NO WELD JRING-� TAN 56" \`' SLOWER SHEATHING sREINFORCING CONE ABC-2000%AS EDESIGN 7 10TS�RCF�ONLDY II ----- ------ - r WIND LOAD - 115 MPH T2 1/4' FELDMEIER EQUIPMENT DOES NOT DESIGN OR PROVIDE STORAGE SILOS r lu I ANCHOR DETAILS BEYOND THE SCOPE OF OUR VESSEL u� t EDGETO THE CUSTOMER IS RESPONSIBLE FOR THE ANCHOR 2 TANKS PAD MIN. METHOD USED AND PROPER INSTALLATION. „ I__ t SHEATHING OVERLAP DETAIL ! BOPIIAVAL NUMBER OF ANCHOR PLATES: 7 i5E0465 12 ' ` '--- _- -_-- '___ _ -_ ___ _ _ ' (TO ACCOMMODATE THERMAL P�,TESTUDS DESIGN MAX. UPLIFT 520 LBS PLATE 15E0466 - ---__ _ BY OTHERS DESIGN MAX. SHEAR 7,126 LIDS TOTAL } EXPANSION OF TANK) QUOTE IN 20451 BD2 P.O. Na. CER01299 I'ELDMEIER EQUIPMENT .• ~'. - ' ii n 7 575 E. MITI Street ~ ! ! •. 'ntll , l Little Falls, New York 13365 Ir ' ` s ' • r. - �' DRAWN BY: KJB ENGRG. Approved By CI REV A 112" BASE RING I.D. 7SSHT 117" BASE RING O.D. SEAL ARpiND H sDATE 07.01.15 SHEET: 2 of 3 FLUSH DRILL 3 OF 3 ANCHORS BY OTHERS QTY (2): 10,000 GALLON 108" I.D. FOR ALCOVE DETAILS **+�SIZE REQUIREMENTS VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK ELEVATION VIEW pETERIi{NEDBYOTHERS CONCRETE NOTE: SOLD TO: H p HOOD SEE PLAN VIEW FOR CONCRETE SURFACE MUST BE LEVEL&FIAT 233 MAIN ST., AGAWAM MA., 01001 TRUE ORIENTATION TO wITHIN,/y. SHiP TO: H.P. HOOD DRAWING NO. HOLD DOWN DETAIL 233 MAIN ST., AGAWAM MA., 01001 15E0465 20" DEEP 0 _ 63 1/4' =r ALCOVE - � 1,936 GALLONS E START AGITATOR +_ _ --"TYF -WHEN FILLING STOP AGITATOR E �� ==�- ------ -I H ' E 4 WHEN EMPTYING , - - ' E F z-,/z --- ------I &/ CAUTION '-'/2 58 ----- ---- - =--_ -GZ' STICKER __-- , ----------------- ----------- -- --- ---� - I `\ 63 1/4" , ". ` GRAB HANDLE J 2-1i/2' A t I rtt-t r-- P ' SAMPLE 58" PORT I 51 )/z' 36 HEAD SEAM ;' _ - j----- 4" c " r=---=---�--_---�_------- -- 1 1/2" D J -�s��_ _- - _-_ ----�Y-------- -----------'-- -- ---- ------_- -_-_- - ------ z_ --=== ,* TYP - ---- ------ - ------- v + --- --5 13 16"- - ----- • y ' SHELL BOTTOM - - I REF - N PITCH 3/4" PER FOOT '- I� TANK BOTTOM I 24" C i , 3• B 131/2' I I I � I � i-1 2"' 1 DIA NYLON 2" -PENETRATiON16" ® LINING I � SHEATHING VENT - 19" I 24" 24" ALCOVE VIEW 2 TANKS 15EO465 STORAGE SILOS 15E0466 10-1/4" QUOTE N 4 20451BD2 P.O. NO. CER01299 7-1/4 1-1/4"-18 ICAUTION .FELDMEIER EQUIPMENT 575 E. MIII Street OPERATORS M= CENTER DOOR Little Falls. New York 13365 15/16" I.D. LINEF THREAD WITH EVEN GASKET MARGIN DRAWN BY:K,1B ENGRG. Approved By CI REV A IN PLACE CI FANLNG DOOR MUST BE UNLATCHED,WITH GASKET DATE 07.01.15 SHEET: 3 of 3 -—- 1-3/8" O.D. REMOVED.&FREE To SVANG INWARD AT ALL TILIES DURING CLEANING QTY (2): 10,000 GALLON 108" I.D. PUEATA CON 0PERA MES DMO THA PUTC.Io VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK I belz EN E1 ma 9-13/16" LA PULATA DLse MAR 13MRAWA.SPN SOLD TO: H.P. HOOD WRLM IN TODD MD WO DURAPARA NhEu eMPUA 233 MAIN ST., AGAWAM MA., 01001 RID WELL DETAIL M CAUTION STICKER OETAIL SHIP TO: H.P. HOCD DRAWING NO. �-�/a• 233 MAIN ST., AGAWAM MA., 01001 15EO465 ITEM SIZE Ty. DESCRIPTION SERVICE DESIGN DATA A 16'x2O' 1 STANDARD INSULATED ELLIPTICAL INSIDE SWING MANWAY WITH GASKET, SAMPLE VALVE AND GRAB HANDLE MANWAY VESSEL NOMINAL CAPACITY: 15,DDO GALLONS B 3' 1 SANITARY CLAMP CONNECTION - (LESS VALVE) OUTLET TANK DESIGN CONDITIONS: HEAT TRANSFER ASME CODE 'UM' STAMPED: C 3' 1 SANITARY CLAMP CONNECTION - (LESS VALVE) INLET ATMOSPHERIC OPERATION MAX PRESSURE: 150 PSIG 3A SANITARY CONSTRUCTION FOR PASTEURIZED MILK MAX TEMPERATURE: 175' F. D - 1 58' W x 58' T x 20" DEEP STAINLESS STEEL ALCOVE, INCLUDES 2' TRIM FLANGE, PITCHED BOTTOM FOR COMPLETE DRAINAGE ALCOVE SEISMIC DESIGN: IBC 2009-SITE CLASS 'D' MIN TEMPERATURE: -20' F. ALCOVE WELDED TO TANK AT FACTORY E 4" 1 INTERNAL 4" OD VENT TUBE EXTENDING FROM-TOP HEAD TO ALCOVE AREA, WITH 4" SANITARY NON-CAPPING CLAMP CONNECTION, VENT VESSEL MATERIAL: SPEC. GRADE THICKNESS/CLASS NOTES AND REMOVABLE SCREEN W/ BLOW OFF CAP IN ALCOVE UPPER BARREL: QTY 1 SA-240 304 12 GA. 0.1054' 120" I.D. F 4' 1 INTERNAL 4' OD OVERFLOW TUBE, WITH ADVANCE TRICKLE HOLE, EXTENDING FROM TOP HEAD TO ALCOVE AREA, WITH 4' SANITARY OVERFLOW LOWER BARREL: OTY 1 SA-240 304 10 GA. 0.1350' 120" I.D. NON-CAPPING CLAMP CONNECTION AND REMOVABLE SCREEN W1 BLOW OFF CAP IN ALCOVE TOP HEAD F&D : SA-240 304 10 GA, 0.1350" 120" I.D. G 1 1/2' 1 SANITARY CLAMP CONNECTION AT THE BOTTOM OF THE OVERFLOW TUBE FOR HIGH LEVEL PROBE, INCLUDES ANDERSON LB SERIES HIGH LEVEL PROBE BOTTOM HEAD FLAT FLANGED): SA-240 304 10 GA. 0.1350' 120" I.D.; PITCHED 3 4" PER FT LEVEL PROBE W/ 25' OF CABLE & ANDERSON CONTROL MODULE BOTTOM HEAD BACKER PAD: SA-36 CARBON STEEL 1/4' H 2 1/2" 1 PATENTED 3A APPROVED 'SPRAY-UP' NOZZLE SUPPORTED BY 'A' FRAME STYLE SUPPORT RODS INSIDE THE TANK CIP TOP HEAD SHEATHING F&D : SA-240 304 10 GA. 0.1350" 126" I.D. WITH 2-1/2" HEAVY WALL SANITARY CLAMP CIP INLET CONNECTION WITH CAP, GASKET & CLAMP IN THE ALCOVE SIDEWALL SHEATHING: SA-240 201 12 GA. 0.1054" J -- 1 STAINLESS STEEL TUBULAR HOOK-UP DEVICE FOR CONNECTING CIP LINE TO OVERFLOW & VENT LINES IN ALCOVE CIP INTERLOCK ALCOVE: SA-240 304 12 GA. 0.1054" - INCLUDES INTERFERENCE ROD TO INSURE MANWAY DOOR IS OPEN DURING CIP SANITARY FERRULES: SA-479 304 - - K - 1 LOUVERED MANWAY DOOR (1 PER LOCATION) (NOT SHOWN) CIP DOOR LEVEL SHELL: SA-479 316L - - L 1/2" 1 PROJECTILE WELL WITH 5' DIAL THERMOMETER (20-240' F RANGE) THERMOMETER PROJECTILE WELL: SA-479 316L - - M 1 1/4' 1 PROJECTILE WELL - (ANDERSON EQUIVALENT 41247) (TAYLOR EQUIVALENT 26P397) - (LESS RECORDER) RECORDER WELL HEAT TRANSFER MATERIAL: MEDIA: 35' F CHILLED WATER N - 1 ANDERSON LONG LEVEL SHELL 71060-A0003 (LESS DEVICE) SHELL CHANNEL SIDEWALL SA-240 304 16 GA. 0.0595 100 SQ FT 1.61 CU 1 ZONE SIDEWALL MANIFOLD: SA-240 304 10 GA. 0.1350" 'C' MANIFOLD 7 8' x 2-7 8" P - 1 HORIZONTAL CIP-ABLE 22' DIA. 3--BLADED AGITATOR, POWERED BY A 2 HP SINGLE SPEED INVERTER DUTY TEFC NORD AGITATOR CHANNEL CONNECTORS: SA-240 304 14 GA. 0.0751° SK92672AZBH GEAR MOTOR OPERATING AT 63 RPM - 230/460/60/3 (LESS SWITCH) - INCLUDES FOOD GRADE LUBE IN THE GEARBOX, MOTOR SUPPORTS, SANITARY CIP SEAL & SANITARY CLAMP CONN W/REMOVABLE HOSE FOR CIP HOOK-UP HEAT TRANSFER CONNECTIONS: SA-312 304 SCH 40 - Q 2' 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER LIQUID INLET / CONDENSATE OUTLET (LESS CONTROLS) HEAT TRANSFER OTHER MATERIAL: R 2' 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER LIQUID OUTLET / STEAM INLET (LESS CONTROLS) HEAT TRANSFER BASE: SA-36 CARBON STEEL - - S - 4 (2) LIFTING LUGS WELDED TO THE TOP HEAD AND (2) LIFTING HOLES IN THE BASE LIFT LUGS BOTTOM BASE RING: SA-36 CARBON STEEL 1" x 2-1/2' PAINTED SILVER REINFORCING CONE SEGMENTS: SA-36 CARBON STEEL - - T - 7 HOLD DOWNS - SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS HOLD DOWNS LIFT LUGS: SA-240 304 - - GENERAL NOTES: INTERNAL FINISH SPECIFICATION: HOLD DOWNS: SA-36 CARBON STEEL - PAINTED SILVER 1. ALL EXTERNAL PIPING TO BE SUPPORTED INDEPENDENT OF VESSEL. MATERIAL: #4 FINISH MANWAY GASKET: - FDA I - BUNA-WHITE 2. ALL SHEATHING PENETRATIONS FLARED AND SILICONE CAULKED AND INSULATION (TOP); - 3" CHLORIDE AND ASBESTOS FREE SOFT FIBERGLASS ALL SIDEWALL HEAT TRANSFER CONNECTIONS TO HAVE EXPANSION BEZELS. WELDS: MP32 / 32 RA INSULATION (SIDEWALL): - 3" CHLORIDE AND ASBESTOS FREE EXPANDED POLYSTYRENE 3. SIDEWALL SHEATHING TO BE WELDED WITH EXPANSION JOINT. EXTERNAL FINISH SPECIFICA iiON: INSULATION (BOTTOM): - CHLORIDE AND ASBESTOS FREE SPRAY ON URETHANE FOAM 4. FOR CIP CLEANING, THE MANHOLE DOOR MUST BE OPEN. USE THE CIP INTERLOCK W/ LOUVERED DOOR IN PLACE. MATERIAL: #2B FINISH (NOT SCRATCH FREE) SHOP TOLERANCES: 5. ALL CARBON STEEL TO BE PAINTED WITH RUST INHIBITOR PRIMER. EXCEPTIONS: MP35EX / 35 RA DEVIATION FROM VERTICAL• 1/2" NOZZLES:PROJECTION: SHORTEST DISTANCE FROM OUTSIDE SURFACE TO FLG. 6. ALL PRODUCT CONTACT MATERIAL TO BE 304 5TN STL UNLESS NOTED OTHERWISE. PLATE, PIPE, BAR OUT OF ROUNDNESS: i V OF NOW 'D' FACE t 1/4' ASME NOTES: WELDS: MCO / CLEANED ONLY TO REMOVE DISCOLORATION HEADS: OUTER PROFILE NOT TO EXCEED 1.25' OF NOM. 'D" DEVIATION FROM HORIZONTAL, VERTICAL OR INTENDED POSITION 1/2' 1. MATERIALS & CONSTRUCTION PER ASME SECTION VIII, DIV 1, 2013 EDITION. (WELD RIPPLE VISIBLE) INNER PROFILE: NOT TO EXCEED .625' OF NOM. 'D' DEVIATION OF BOLT HOLES IN ANY DIRECTION t 1/8" 2. ALL WELDERS AND WELDING PROCEDURES ARE CERTIFIED IN ACCORDANCE MANWAY:LOCATION IN ANY PLANE f 1/2' DEVIATION FROM ANGULAR LOCATION t 1/2'. WITH ASME SECTION IX. ALCOVE FINISH SPECIFICATION: 3. SEE NAMEPLATE DETAILS FOR CODE STAMPING REQUIREMENTS. SUPPORTS. DEVIATION FROM ANGULAR LOCATION t 1. YIELD FILLET SITE: + 1/8'. - 0' 4. VESSEL IS EXEMPT FROM IMPACT TESTING PER UHA-51(d&e). MATERIAL: #4 FINISH DEVIATION FROM REFERENCE LINE t 1/4". 5. NATIONAL BOARD NUMBER TO BE ASSIGNED AT VESSEL COMPLETION. X / 35 RA 6. YEAR IN WHICH COMPLIANCE WITH ALL CODE REQUIREMENTS HAVE BEEN MET EXCEPTION: MCO WELDS: MP35E CLEANED ONLY TO REMOVE DISCOLORATION IS T STAMPED IN THIS SPACE. MANWAY HRDWR WELD RIPPLE VISIBLE 7. HEATT TRANSFER DESIGN OPTION: SIDEWALL;- CW07, REV-B. 8. HEAT TRANSFER JACKET ASME CODE BOUNDARY ENDS AT THE FIRST CIRCIM FERt�T]AL APPROXIMATE WEIGHTS: JOINT OF THE INLET & OUTLET PIPE NIPPLES. REF ASME SECTION VIII, U-1 a 1„) a . 9. ALL GROOVE & BUTT WELDS ARE TO BE FULL PENETRATION UNLESS NOTED 0 WISE. EMPTY VESSEL: 16 ,900 LBS. FULL @ NOM. CAPACITY. 147,000 LBS, 10. REFER TO BILL OF MATERIALS 15EO467 FOR SUB ASSEMBLIES. FULL @ OVERFLOW CAPACITY, 151,150L.BS. SEE ASME NOTE 5 USING PRODUCT S.G.=1.04 TAG NUMBER PT-3 TESTING PRESSURE: VESSEL- N/A JACKET: 195 PSIG CERTIFIED BY CIP REQUIRED: 109 GPM 0 25 PSIG QUOTE N Q. 21155BDO P_0. Na. CER01300 FELDMEIER LD EIERLSE EQUIPMENT ENTC, USA' FELDMEIER EQUIPMENT UM WELDING SPECIFICATIONS: 575 E. Mil: Street W :VESSEL MAWP®PSI AT m zz-ca LISTED SPECS. ARE APPROVED FOR USE Ltttle Falls, New York 13365 EXTERNAL MAWP®PSI AT®'F UNLESS OTHERWISE NOTED ON THIS DRAWING DRAWN BY:BRG ENGRG, Approved B CI REV A VESSEL MDMT®T AT® PSI STANDARD NURSER PP y iJACKET MAWP iso PSI AT= 'F FELDMEIER EQUIPMENT, INC W101A R8 W251 R5 DATE 07/01/15 SHEET: 1 of 3 ,EXTERNAL MAWP®PSI AT®T SYRACUSE, NEW YORK. USA W101S R4 W113 RT QTY (1}: i5,000 GALLON 120" I.D. i JACKET MDMT�T AT +9 PSI W101P RO WCB 1000 R7 YEAR BUILT SERIAL N0. f1� W111 R6 VERTICAL, INSULATED, STAINLESS STEEL 'SVW SILO STORAGE TANK TAG NUMBER QT WELDING WIRE SPECIFICATIONS: SOLD TO: MOC SHELL =44 MOC JACKET® SEE ASME NOTE 6 HP HOOD SS TO S5 GTA W lIG ER316L51 WIRE 233 MAIN ST. AGAWAM, MA 01001 MADE IN THE UNITED STATES OF AMERICA SS TO SS GMAW MI )_ ER316LSI WIRE RNSED NEIGHSAMA FULL OVERWOW WEIGHT, SS TO SS FCAW U C ER316LTO-1 WIRE ADDED TAG NUMBER. .i a Ka SHIP TO: HP HOOD DRAWING NO. ASME NAMEPLATE STAMPING SS TO SS FCAW FLUX C IER316LTO-4 WIRE N0. ALTMA„o„ PAZ air 233 MAIN ST. AGAWAM, MA 01001 1 5E0467 VENT LINE EXTENDS HIGHER IN TANK THAN OVERFLOW LINE QTY (7) T S SEE DETAIL 'A' ,_- 131" DIA. 900 BASE THEORETICAL - LIFT HOLES HOLD DOWN B.C. 5° 15,000 GALLON i `Ii ,- 935° -; ��;\ R APPROX. LEVEL III 4• / 7/1 6 - ' /HEAD k 3/4" DIA " + I;I; SEAM I �^ ADVANCE TRICKLE ! +7 SPRAY � t441 30 _5„ I�I� l WARNING HOLE , NOZZLE r rr P i 1 I; , I 4-3/4 18Q° S I - - --- ____ �I - S D p° (365) I ; II '� f �9-3/4 APPROX. 11`t` 7l O.A.H. 16 -0,� 120 I.D. 4" VENT-` (192") 126 1/2" O.D. ` I I TUBE -- „ I \ IIII 15,000 GALLON 12 GA. " ! _ ; ; ; _ � APPROX. LEVEL 5 UPPER $----_ - ------- . �-----------(-- -- - BARREL 4 OVERFLOW It ! jlI TUBE 2250 Q SEE SHEATHING 'A' \� � 2 ° ! I DETAIL A UPPER SHEATHING J^ 315 27'-0" ' ; OVERLAP DETAIL ° I (324") ; I ; ll'; ; INSULATION 270 STR. ' ;I; F4" OVERLAP SIDE II'I PLAN VIEW ' III I I II I I -------------- -- ------r--- ---;;�;- I NO WELD LOWER SHEATHING I I f I E III! I 1 1 f SHEATHING OVERLAP DETAIL (TO ACCOMMODATE THERMAL EXPANSION OF TANK) (132 ) R 10 GA. _ LOWER I REINFORCING CONE ANCHOR DESIGNDATA I i I Q TANK BASE 2 1/4" IBC-2009 ASCE 7-10 SITE CLASS 'D' BA REL I 2' WIND LOAD - 115 MPH 6" TO FEL.DMEIER EQUIPMENT DOES NOT DESIGN OR PROVIDE _EDGE OF ANCHOR DETAILS BEYOND THE SCOPE OF OUR VESSEL. SPRAYS It I� PAD MIN. THE CUSTOMER IS RESPONSIBLE FOR THE ANCHOR 50" NOZZLE r OPTIONAL METHOD USED AND PROPER INSTALLATION. ----------------_- BASE RING NUMBER OF ANCHOR PLATES: 7 --- -------- TIE PLATES STUDS DESIGN MAX. UPLIFT 11,517 LB5 LATE BY OTHERS DESIGN MAX. SHEAR 110,775 LBS TOTAL -- _ - _ _ --_i _ - QUOTE: N ¢ 21155BDO P.O. Nn. CER01300 - -� `-- - r FELDMEIER EQUIPMENT L_________-- E. M111 treet 12" 11 t may II II Ltttle7Falls. NewSYork 13365 Ly I r I t, ••1 s ;'`'. ��•13 H..*°` ,/ DRAWN BY:BRIG ENGRG. Approved By Cl REV A ` -- -,'. li `/ DATE 07/01/15 SHEET: 2 of 3 Y_ 124" BASE RING I.D. D SAL AROUND ANCHORS QTY (1): 15,000 GALLON 120" I.D. 129" BASE RING O.D. - FLUSH DRILL *WELD SITE REQUIREMENTSCONCRETE NOTE: VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK ANCHORS BY OTHERS ELEVATION VIEW SEE SHT 3 OF 3 DETERMINED BY OTHERS SOLD TO: HP HOOD FOR ALCOVE DETAILS CONCRETE SURFACE VUST BE LEVEL do FLAT 233 MAIN ST. AGAWAM, MA 01001 SEE PLAN VIEW FOR TO WITHIN 1/4'• SHIP TO: HP HOOD DRAWING NO. TRUE ORIENTATION !TOLD DOWN DETAIL 233 MAIN ST. AGAWAM, MA 01001 1 5EO467 NOT TO SCALE • 3 1/4" 58" , , - I 1 20" DEEP @ " 1,- / � _ 9" 1, ALCOVE E { I F 2,364 GALLONS ; ; C TYP +' ; ' ; a' START AGITATOR WHEN FILLING STOP AGITATOR WHEN EMPTYING �,--- - z ± 1 - f _— i -----� CAUTION 1 '-t/z 58 ---------------------------- ------------ I G -- ' STICKER ------------------------ ------------- 1 ----- J J ` GRAB HANDLE 1 f� H '111 rr; 'r r r---� ,a•>zo• 58" I I \\ , P SAMPLE ! 13 51„ ► _ �I II ,_;J , '_— - PORT K9 n HEAD SEAM _— '-- _4" - - - --- ---- s " __ -= � ------ ----------- ,-,/a ,/z 35 -------- ' - ----------- -- - - --`_-=-=-- --��_ —-==__=—_--_ 1 1�2" C _- -.__ -=4-- ----- - ------- -- ---------------- - --- TYp 3• SHELL BOTTOM - ; ' N PITCH 3/4" PER FOOT -r' 4- TANK BOTTOM f 24" i D 3• 13 1/2" I -- 1" DIA NYLON —1 2"��16" ® LINING SHEATHING VENT 19"� PENETRATION 24" 24"� ALCOVE VIEW 10-1/4" - QUOTE N 4 21155BDO P.O. N2. CER01300 Fc A U T O N FELDMEI ER EQUIPMENT 7-1/4" MARGIN MCENTER DOOR 1-1/4 H OPERATORS IAUST e F E. MIII Street WITH EVEN GASKET Little Falls, New York 73365 15/16" I.D. UNEF THREAD IN PLACE CLEFT DRAWN BY:BRIG ENGRG. Approved By CI REV A DOOR WUST BE IINLAT01M.WITH GXWET DATE 07/01/15 SHEET: 3 of 3 REMUED,R FREE TO SWING INWARD AT ALL 1-3 8 O.D. T•ES Duma OlAwma --- - --- - - i Los DPERwoRES�ONTRAR LA QTY (1): 15,000 GALLON 120" I.D. PUERTA CON UH NARGEN DE BURLETE PAREJO VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK i�Zi D'n li r..0 LA PTA oEBE ESTAA DLSTRABAOA.SIN SOLD TO: HP HOOD 9-13/16" BURLM Y LIBRE PARA ABORSE MACIA DDTRO EN TGDo uouETo wmiwTE u LurriEZL 233 MAIN ST. AGAWAM, MA 01001 WELL DETAIL ,-�i1/a• CAUTION STICKER DETAIL SHIP TO: HP HOOD DRAWING NO. 233 MAIN ST. AGAWAM, MA 01001 15EO467 RaLr� S 1-11,6oa TOWN OFAGAWAM 3 6 MAIN STREET '# AGA WAM,, MA 01001 Ze r.� BOARD OF APPEALS A E ry - ry March 21,2016 0 The Agawam Board of Appeals will hold a public hearing in the Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA,beginning at 6:30 P.M., Monday, April 25, 2016 for the following: Case#: 1949 Petitioner: H.P. Hood,LLC Address: 233 Main Street Reason: Seeking a special permit in accordance with Section 180-56 of the Town of Agawam's Zoning Ordinances which would allow for the construction of three rnilk storage silos at the premises identified as 233 Main Street. Advertise: Thursday April 7, 2016 and Thursday April 14, 2016 Doreen Prouty Chairperson DP:ab SCANNED i 116 u - - Town of Agawam `lf 36 Main Street Agawam, Massachusetts 01001-1801 �-{ Tel. 413-786-0400 Fax 413-786-9927 ATED �` April 22, 2016 Bob Hale H.P. Hood, Inc. 233 Main Street Agawam, MA 01001 Dear Mr. Hale: At its duly called meeting held on April 21, 2016, the Agawam Planning Board voted to approve the Site Plan for three new vertical milk storage silos on the southeast side of the roof of the existing H.P. Hood building at 233 Main Street. The Board's approval is conditional upon all professional staff comments. If you have any questions,please contact this office at 786-0400, extension 8737. Sincerely Mark R. Paleologopoulos, Chairman AGAWAM PLANNING BOARD ,' MRP:prk Cc: Insp, Services, ZBA, Eng. Dept., Town Clerk, File SCANNED.. Town of A awam v Board of Appeals 36 Main Street, Agawam, Massachusetts 01001-1801 N+P Tel. 413.726.9739 Fax 413-786.9927 June 23, 2016 The Agawam Board of Appeals will hold a public hearing in the Agawam Public Library Children's Room, 750 Cooper Street, Agawam, MA, beginning at 6:30 P.M., Monday, August 8, 2016 for the following: Case#: 1952 Petitioner: Geraldine Shilling-Nordal Address: 203 Cooper Street Reason: Seeking a Special Permit in accordance with Section 180-7 Paragraph B-2 (b) of the Town of Agawam's Zoning Ordinances to allow for the construction of a residential structure with less than the required side yard at the premises identified as 203 Cooper Street. The Agawam Board of Appeals will hold a public hearing in the Agawam Public Library Children's Room, 750 Cooper Street, Agawam, MA, beginning at 7:00 P.M., Monday, August 8, 2016 for the following: Case#: 1953 Petitioner: H.P. Hood, LLC Address: 233 Main Street Reason: Seeking a Special Permit in accordance with Section 180-56 of the Town of Agawam's Zoning Ordinances to allow for the construction of three milk storage silos at the premises identified as 233 Main Street. Advertise: Thursday July 21, 2016 and Thursday July 28, 2016 Doreen Prouty Chairperson DP:amb SCANNED-- � `�'a"G a3 3 Had T Town of Agawam Board of Appeals 36 Main Street, Agawam, Massachusetts 01001-L,801 E `� Tel.. 413.726.9739 Fax 413.786.9927.: DECISION OF BOARD OF APPEALS n Petition of: H.P. Hood, LLC Premises affected: 233 Main Street Date: April 25, 2016 T Case #: 1949 The Agawam Zoning Board of Appeals conducted a public hearing and meeting on April 25, 2016 at the Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA for all parties interested in the appeal of H. P. Hood, LLC, which is seeking a Special Permit in accordance with Section 180-56 of the Town of Agawam's Zoning Ordinances to allow for the construction of three milk storage silos at the premises identified as 233 Main Street. After the public hearing and a thorough review of the facts presented, the Agawam Board of Appeals made the following findings: 1. The subject property is located in an area of town zoned Industrial A. 2. The petitioner proposes to replace the existing horizontal storage tanks with three new vertical milk storage silos. 3. Two of the proposed silos will be 10,000 gallon tanks at an overall height of 49'4". The remaining silo will be 15,000 gallon silo at an overall height of 53'8". 4. Section 180-56 of the Town of Agawam's Zoning Ordinances states: "Industrial buildings shall not exceed two stories or 40 feet in height, except with approval of the Board of Appeals after a public hearing. These provisions shall not apply to required equipment appurtenant to industrial buildings, except that smokestacks, water tanks, grain elevators and the like are not permissible except after approval of the Board of Appeals after a public hearing." 5. On April 21, 2016, the Planning Board voted to approve a site plan review for the subject property. 6. The proposed silos are an allowed use in an Industrial A zoning district. The subject property is an appropriate location for such a use and structure. 7. No evidence was submitted demonstrating that this proposed use would have an adverse effect on the health, safety or property value of the neighborhood. S. The site plan satisfies the concern that there will be no nuisance or potential hazard to vehicle or pedestrian safety. SCANNEDIoI�� - � r DECISION(p.2) H. P. Hood, LLC Case 4 1949 9. Adequate and appropriate facilities and controls will be provided by the issuance of this special permit for the proper and safe operation of the proposed silo. 10. The proposed silos are not considered so objectionable or obnoxious that the proposed use would be against the public interest or detrimental or injurious to the character of the neighborhood. Based on its findings, the Board is of the opinion that it is within the authority of the Board of Appeals to grant a Special Permit as stated under Section 180-56 of the Town of Agawam's Zoning Ordinances. Now, therefore, by a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a Special Permit to allow for the construction of three new storage silos with the following conditions: 1. The plan submitted, drawn for H. P. Hood, LLC, and signed by the members of this Board, shall be incorporated into and made part of this decision. 2. This special permit is for the proposed silos only. All other zoning and building regulations must be met. 3. The petitioner shall record with the Hampden County Registry of Deeds a "Notice of Special Permit" form, which shall be provided by this Board and proof of said filing must be submitted to this Board and to the Inspector of Buildings. 4. This Special Permit shall become null and void if construction does not commence within two (2) years from the date of this decision. This decision is subject to appeal in accordance with M.G.L. Ch. 40A, Section 17 within 20 days after this decision is filed with the Agawam Town Clerk. Attachment: Signatory Page of Decision r y` Town of Agawam +; r. Board of Appeals 36 Main Street Agawam, Massachusetts 01001.1801 Tel. 413-786.0400 ext. 8245 Fax 413-786.9927 Signalto Page of Decision Case#: 1949 Date: April 25, 2016 Applicant: H.P. Hood, LLC. (7) n Address: 233 Main Street By a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a Special Permit. This approval is subject to the conditions set forth in the attached written decision. 1 Doreen Prouty Gary iti Richard Maggi Gary Geiger(Alternate) Aldo Manchu (Alternate) f��ttff2ff�f� to lose led ge 1510 t; a ■ lily [��{�cF' � y�F y�lN■g� U _.�►S SIB S 7i ' '�7 im!111 F e It 5 H F13C 9 ^ f aQ . i z R@g ■ yea A fi{%F1p D40 nr.w.edr �a 3 k b LLJ n Z jl 2 � • . f � a n s't � s y \O� 101, G d 3 69CI 3SH0 1000 OHVI ' o , IQ 10 gag CD CD m $ 3 a Dig cli ca- CM E co cm Q ITEM _SIZE QTY. DESCRIPTION SERVICE DESIGN DATA A 16'x20" 1 STANDARD INSULATED ELLIPTICAL INSIDE SWING MANWAY WITH GASKET, SAMPLE VALVE AND GRAB HANDLE MANWAY VESSEL NOMINAL CAPAQjY: 10,000 GALLONS B 3' 1 SANITARY CLAMP CONNECTION WITH INTERNAL 90' ELBOW (LESS VALVE) OUTLET TANK DESIGN�Q�JDITIONS: HEAT TRANSFER ASME CODE 'UM' STAMPED: C 3' 1 SANITARY CLAMP CONNECTION - LESS VALVE INLET ATMOSPHERIC OPERATION MAX PRESSURE: 150 PSIG ( ) 3A SANITARY CONSTRUCTION FOR MILK MAX TEMPERATURE: 175' F. 0 - 1 58' W x 58" T x 20" DEEP STAINLESS STEEL ALCOVE, INCLUDES 2" TRIM FLANGE,WITH PITCHED BOTTOM FOR COMPLETE DRAINAGE ALCOVE SEISMIC DESIGN: IBC 2009-SITE CLASS 'D' MIN TEMPERATURE: --20' F. ALCOVE WELDED TO TANK AT FACTORY VESSEL MATERIAL: SPEC. GRADE THICKNESS/CLASS NOTES E 4" 1 INTERNAL 4" 00 VENT TUBE EXTENDING FROM TOP HEAD TO ALCOVE AREA, WITH 4" SANITARY NON-CAPPING CLAMP CONNECTION, VENT JUPPER BARREL: SA-240 304 12 GA. 0.1054" 108" I.Q. AND REMOVABLE SCREEN IN ALCOVE SHELL LOWER BARREL:- SA-240 304 10 GA. 0.1350" 108" I.D. F 4' 1 INTERNAL 4" OD OVERFLOW TUBE, WITH ADVANCE TRICKLE HOLE, EXTENDING FROM TOP HEAD TO ALCOVE AREA, WITH 4" SANITARY OVERFLOW TOP HEAD F&D : SA-240 304 10 GA. 0.1350" 108' I.D. NON-CAPPING CLAMP CONNECTION AND REMOVABLE SCREEN IN ALCOVE BOTTOM HEAD FLAT FLANGED): SA-240 304 10 GA. D.1350" 108" I.D.; PITCHED 3 4" PER FT G 1 1/2" 1 SANITARY CLAMP CONNECTION AT THE BOTTOM OF THE OVERFLOW TUBE WITH ANDERSON HIGH LEVEL PROBE (LESS PROBE) INCLUDES GASKET & CLAMP LEVEL PROBE BOTTOM HEAD BACKER PAD: SA-36 CARBON STEEL 1 4' - H 2 1/2" 1 PATENTED 3A APPROVED 'SPRAY-UP' NOZZLE SUPPORTED BY 'A' FRAME STYLE SUPPORT RODS INSIDE THE TANK CIP TOP HEAD SHEATHING F&D : SA-240 304 10 GA 0.1350" 114' E.D. WITH 2-1/2" HEAVY WALL SANITARY CLAMP CIP INLET CONNECTION WITH CAP, GASKET & CLAMP IN THE ALCOVE SIDEWALL SHEATHING; SA-240 201 12 GA. 0.1054" - J -- 1 STAINLESS STEEL. TUBULAR HOOK-UP DEVICE FOR CONNECTING CIP LINE TO OVERFLOW & VENT LINES IN ALCOVE CIP INTERLOCK ALCOVE: SA-240 304 12 GA. D.1054" - INCLUDES INTERFERENCE ROD TO INSURE MANWAY DOOR IS OPEN DURING CIP HEAT TRANSFER MATERIAL: MEDIA: CHILLED WATER K - 1 LOUVERED MANWAY DOOR (1 PER LOCATION) (NOT SHOWN) CIP DOOR CHANNEL SIDEWALL: SA-240 304 16 GA. O.D595" 100 SQ FT 1.61 CU 1 ZONE L 1/2" 1 PROJECTILE WELL WITH 5" DIAL THERMOMETER (20-240' F RANGE) THERMOMETER SIDEWALL MANIFOLD. SA-240 304 10 GA. 0.1350" 'C' MANIFOLD 7 8' x 2-7 8" M 1 1/4" 1 PROJECTILE WELL - (ANDERSON EQUIVALENT 41247) (TAYLOR EQUIVALENT 26P397) - (LESS RECORDER) RECORDER WELL CHANNEL CONNECTORS: SA-240 304 14 GA 0.0751' - N - 1 ANDERSON LONG LEVEL SHELL J71060-AO003 (LESS DEVICE) LEVEL SHELL HEAT TRANSFER CONNECTIONS: SA-312 304 SCH 40 - P - 1 HORIZONTAL CIP-ABLE 22' DIA. 3-BLADED AGITATOR, POWERED BY A 2 HP SINGLE SPEED INVERTER DUTY TEFC NORD AGITATOR OTHER MATERIAL: SK92672AZBH GEAR MOTOR OPERATING AT 63 RPM - 230/460/60/3 (LESS SWITCH) - INCLUDES FOOD GRADE LUBE IN THE BASE: SA-36 CARBON STEEL - - GEARBOX, MOTOR SUPPORTS, SANITARY CIP SEAL & SANITARY CLAMP CONN W/REMOVABLE HOSE FOR CIP HOOK-UP BOTTOM BASE RING: SA-36 CARBON STEEL 1' x 2-1/2" PAINTED SILVER Q 2" 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER INLET (LESS CONTROLS) HEAT TRANSFER REINFORCING CONE SEGMENTS: SA-36 CARBON STEEL - R 2' 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER OUTLET (LESS CONTROLS) HEAT TRANSFER HOLD DOWNS: SA-36 CARBON STEEL - PAINTED SILVER S - 4 (2) LIFTING LUGS WELDED TO THE TOP HEAD AND (2) LIFTING HOLES IN THE BASE LIFT LUGS MANWAY GASKET: - FDA I - BUNA-WHITE INSULATION (TOP): - 3" CHLORIDE AND ASBESTOS FREE SOFT FIBERGLASS T - 7 HOLD DOWNS - SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS HOLD DOWNS INSULATION (SIDEWALL): - 3" CHLORIDE AND ASBESTOS FREE EXPANDED POLYSTYRENE GENERAL NOTES: INSULATION (BOTTOM): - CHLORIDE AND ASBESTOS FREE SPRAY ON URETHANE FOAM 1. ALL EXTERNAL PIPING TO BE SUPPORTED INDEPENDENT OF VESSEL. fNTERNAL FINISH SPECIFICATION: SHOP TOLERANCES: 2. ALL SHEATHING PENETRATIONS FLARED AND SILICONE CAULKED AND DEVIATION FROM VERTICAL, 1/2' NOZZLES:PROJECTION: SHORTEST DISTANCE FROM OUTSIDE SURFACE TO FLG. ALL HEAT TRANSFER CONNECTIONS TO HAVE EXPANSION BEZELS. MATERIAL: #4 FINISH OUT OF ROUNDNESS: t V OF NOM. "D" FACE * 1/4' 3. SIDEWALL SHEATHING TO BE WELDED CONSTRUCTION WITH SUP JOINT FOR THERMAL EXPANSION. f 4. FOR CIP CLEANING, THE MANHOLE DOOR MUST BE OPEN. USE THE CIP INTERLOCK WELDS: MP32 / 32 RA HEADS: OUTER PROFILE: NOT TO EXCEED 1.25' OF NONE. "D" DEVIATION FROM HORIZONTAL VERTICAL OR INTENDED POSITION 1/2 W/ LOUVERED DOOR IN PLACE. INNER PROFILE: NOT TO EXCEED .625' OF NOM. "D' DEVIATION OF BOLT HOLES IN ANY DIRECTION ± 1/8- 5. ALL CARBON STEEL TO BE PAINTED WITH RUST INHIBITOR PRIMER. EXTERNAL FINISH SPECIFICATION: MANWAY: LOCATION IN ANY PLANE t 1/2" DEVIATION FROM ANGULAR LOCATION t 1/2'. 6. ALL PRODUCT CONTACT MATERIAL TO BE 304 STN STL UNLESS NOTED OTHERWISE. MATERIAL: #2B FINISH (NOT SCRATCH FREE) SUPPORTS: 0EVlAl10N FROM ANGULAR LOCATION t 1'_ WELD FILLET Sim + 1/$", - 4" ASME NOTES: t 1. MATERIALS & CONSTRUCTION PER ASME SECTION Vlll, DIV 1, 2013 EDITION. WELDS: MCO / CLEANED ONLY TO REMOVE DISCOLORATION DEVIATION FROM REFERENCE LINE 1/4". 2. ALL WELDERS AND WELDING PROCEDURES ARE CERTIFIED IN ACCORDANCE (WELD RIPPLE VISIBLE) WITH ASME SECTION IX. 3. SEE NAMEPLATE DETAILS FOR CODE STAMPING REQUIREMENTS. ALCOVE FINISH SPECIFICATION: 4. VESSEL IS EXEMPT FROM IMPACT TESTING PER UHA-51(d&e). 5. NATIONAL BOARD NUMBER TO BE ASSIGNED AT VESSEL COMPLETION. MATERIAL: #4 FINISH STORAGE SILOS 6. YEAR IN WHICH COMPLIANCE WITH ALL CODE REQUIREMENTS HAVE BEEN MET WELDS: MP35EX / 35 RA IS TT R STAMPED 1N THIS SPACE. EXCEPTION: MCO / CLEANED ONLY TO REMOVE DISCOLORATION 7. HEAT TRANSFER DESIGN OPTION: SIDEWALL - CW07 2 TANKS 8. HEAT TRANSFER JACKET ASME CODE BOUNDARY ENDS AT THE FIRST CIRC�F R[NTIAL MANWAY HRDWR WELD RIPPLE VISIBLE JOINT OF THE INLET & OUTLET PIPE NIPPLES. REF ASME SECTION VIII, U-1 e 1 a . APPROXIMATE WEIGHTS: 9. ALL GROOVE & BUTT WELDS ARE TO BE FULL PENETRATION UNLESS NOTED WISE. 10. REFER TO BILL OF MATERIALS 15EO465 & 15EO466 FOR SUB ASSEMBLIES. EMPTY VESSEL: 12,143 LBS. FULL 0 NOW CAPACITY: 96,758 LBS. TAG NO. TANK NO FULL 0 OVERFLOW CAPACITY. 101,762 LBS. SEE ASME NOTE 5 USING PRODUCT S.G.=1.04 PT 1 15EO465 0 TESTING PRESSURE: PT 2 15EO466 VESSEL: N A JACKET: 195 PSIG CERTIFIED BY CIP REQUIRED: 109 GPM ® 25 PSIG �"s I FELDMEIER EQUIPMENT, INC. QUOTE N 4 20451BD2 P.O. Na. CER01299 u I LITTLE FALLS, NEW YORK, USA 22-38 FELDMEIER EQUIPMENT VESSEL MAWP®PSI ATD'F STANDARD NUMBER 57S E. MITI Street 'EXTERNAL MAWPE�PSI AT - 'F WELDING SPECIFICATIONS: Little Falls, New York 13365 VESSEL MDMT®'F AT Fx PSI FELDMEIER EQUIPMENT, INC LISTED SPECS. ARE APPROVED FOR USE 1 JACKET MAWPE� l AT 1� 'F SYRACUSE, NEW YORK, USA DRAWN BY:KJB ENGRG. Approved By CI REV A ,EXTERNAL MAWP®PSI AT®*F UNLESS OTHERWISE NOTED ON THIS DRAWING DATE 07.01.15 SHEET: 1 of 3 ('JACKET MDMT®T AT aso PSI W101A R8 �Wlll R6 YEAR BUILTf_�LERIAL N0. �sExbcx W101S R4QTY {2): 10,000 GALLON 108" LD. 15ED465 'STAG NUMBER W102B R3 VERTICAL, INSULATED, STAINLESS STEEL SVW SILO STORAGE TANK IMOC SHELL M �AMER 15EG466 SOLD TO: H.P. HOOD SEE ASME NOTE 6 WELDING WIRE SPECIFiCATlONS: MADE IN THE UNITED STATES233 MAIN ST., AGAWAM MA., 01001 PT-1 SS TO SS GTAW (11G) P316LSI 316L51 WIRE MATE WEIGHM. ASME NAMEPLATE STAMPING PT-2 SS TO SS GMAW (MIG) WIRE aL"S�wol TAONu ADDED ALLo OVERFLOW o7i,15 Ka SHIP TO: H.P. HOOD DRAWING NO. Nn. AOMAWN DATE Ba 233 MAIN ST., AGAWAM MA., 01001 15EO465 ' VENT LINE EXTENDS HIGHER IN TANK THAN OVERFLOW LINE SEE DETAIL 'A' 900 BASE LIFT HOLES 26'-4" _ ____-__- _----_- ----------- 1" MINIMUM T S (316") J I i ii TO TOP HEAD APPROX I t +� ff I li r HOLD -IE ,i i T 45 3/4„ DIA 135" OAH R , E ,- ADVANCE TRICKLE APPROX LEVEL HEAD I HOLD WARNING HOLE �- 230 UP (276") i i i 1 1 ` SEAL STR. SIDE I —108" I.D. 156" I 114 1 2" Q.D. / _J 4" VENT 10,000 GALLON �,rlr 'i1'1 yi (12GA) __ APPROX. LEVEL i , - ��---- Itt �— _- TUBE i 4 OVERFLOW - - i------- _--- 0 ` SPRAY Ip FIE TUBE yE If ! 1 F i i DETAIL 'A' i`tii` NOZZLE 1_ I I , ti i F1 /r J I E [ \\;\ I JJ%% ----------------------- -----------------�H \\� SEE SHEATHING I %' i ' I ► OVERLAP DETAIL T ;`- -- - - ' Q 1 i I I UPPER SHEATHING 2250315 120' 1 10GA , IIII ( } INSULATION T I OVERLAP 2700 '; ,-,iz� } PLAN VIEW H SPRAY , , 1 ' NOZZLE 56" NO WELD uNllf;`� aAbK REINFORCING CONE AIBCyoO09/ASCE DESIGN T-ODATA SITE CLASSD' LOWER SHEATHING WIND LOAD - 115 MPH STORAGE SILOS I4 2 1I4' FELDMEIER EQUIPMENT DOES NOT DESIGN OR PROVIDE i lu TANK BASE ANCHOR DETAILS BEYOND THE SCOPE OF OUR VESSEL. _ THE CUSTOMER IS RESPONSIBLE FOR THE ANCHOR 2 TANKS BASE RING PAD MIN, METHOD USED AND PROPER INSTALLATION. 5EO465 „ i SHEATHING OVERLAP DETAIL NUMBER OF ANCHOR PLATES: 7 12 ___'�-`--------------- --- (TO ACCOMMODATE THERMAL Puy iE STUDS DESIGN MAX. UPLIFT 520 LBS PLATE 15EO466 `" - --- - EXPANSION OF TANK) BY OTHERS DESIGN MAX, SHEAR 7,126 LBS TOTAL f 11 1 �I QUOTE N 20451 BD2 P.O. Nam. CER01299 1 FELDMEIER EQUIPMENT 11 + �� I-J 575 E. MIII Street Little Folio, Now York '13355 112" BASE RING I.D. I : -�y�py DRAWN BY:KJB ENGRG. Approved By Cl REV A T 117" BASE RING O.D. - - SEAL ARauR�SH DRLi DATE 07.01-15 SHEET: 2 of 3 SEE SHT 3 OF 3 ANCHORS BY OTHERS 4TY (2): 10,000 GALLON 1 aa" I.D. ALCOVE DETAILS **fiF�TERISZE RHY onms VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK ELEVATION VIEW MCRaNOIE SOLD TO: N.P. HOOD SEE PLAN VIEW FOR CONCRETE SURFACE MUST BE 0a k FLAT 233 MAIN ST., AGAWAM MA., 01001 TRUE ORIENTATION TO YNTHIR 1/4'. SHIP TO: H.P. HOOD DRAWING NO. '`'I NOT TO SCALE 233 MAIN ST., AGAWAM MA., 01001 15EO465 20' DEEP 63 1/4' ALCOVE F 58" - I I II ,A,_Y�__/ 1,936 GALLONS I 9" START AGITATOR ' ' -`TYP WHEN FILLING STOP AGITATOR �� f_;_= ;�- ---- - H - 4 1 I a WHEN EMPTYING ' _ - t IU I I E F ! 24 r +' +' GB„ ------ CAUTION 1-1/z• ------------------------ ---- ------------ ��_-- I , G - - -—-—- -- — -+�F-i- 1 STICKER ---�--- -----_-•--------------- ---------- 63----- / I � J I ; , GRAB HANDLE H n -\ rit F—�-�- _,_tea SAMPLE I I 51„ PORT L rT - HEAD SEAM - I ///, - - 4" - _--_ - I M L Cr=_3 ' _ 35 I _ ' ---------------------------------- t 1-1/4' I/2 3' --------- _�_ - ----------- - 1 1/2 D --__- __- __ -_ =___ - -----r ------_--- -- . _ _____ ____ __ --___------ t 4� TYP [ -} 5 13/16" SHELL BOTTOM l ' RAF N PITCH 3/4" PER FOOT TANK BOTTOM } 24 131/2" 1 I I I t 2 1" DIA NYLON 12" 16" ® LINING SHEATHING VENT 19 PENETRATION -24" 24 ALCOVE VIEW 2 TANKS 15EO465 STORAGE SILOS 15E0466 10-1/4" QUOTE N 4L 20451BD2 P.O. Nam. CER01299 7_1/4" CAUTION FELDMEIER EQUIPMENT —1/4„-18 575 E. mill Street OPERATORS MUST CENTER DOOR Little Falls, New York 13365 15/16" I.D. UNEF THREAD WITH EVEN GASKET MARGIN DRAWN BY:KJ8 ENGRG. Approved By CI REV A IN PLACE CLEANING DOOR NUST SE UNLATCHED,WITH CASKET DATE 07.01.15 SHEET: 3 of 3 1-3/8' O.D. TI�O�iNG CLEA&FREE N SWING INWARD AT ALE QTY (2): 10,000 GALLON 108" I.D. LOS OPERADDRES MW CENTRAR LA PUERTA CON UN MARGEN DE BURLEIE PAREJO VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK 9- 13/16" LA PUERTA DOE ESTAR DESTRAeADA.SIN SOLD TO: H.P. HOOD 9UALE IE,Y LO E PARA ABRIME HACIA D"O 233 MAIN ST., AGAWAM MA., 01001 EN TODO MOMENTO CURAN7 LA LWPEEZA. RID WELL DETAIL M CAUTION STICKER DETAIL SHIP TO: H.P. HOOD DRAWING NO. 1-1/4' 233 MAIN ST., AGAWAM MA., D1001 15EO455 ITEM SIZE 10TY. DESCRIPTION SERVICE DESIGN DATA A 16'x20" 1 STANDARD INSULATED ELLIPTICAL INSIDE SWING MANWYY WTH GASKET, SAMPLE VALVE AND GRAB HANDLE MANWAY VESSEL_NOM NAL CAPACITY' 15,000 GALLONS B 3" 1 SANITARY CLAMP CONNECTION - (LESS VALVE) OUTLET TANK DESIGN CONDITIONS: HEAT TRANSFER ASME CODE 'UM' STAMPED: C 3" 1 SANITARY CLAMP CONNECTION - (LESS VALVE) INLET ATMOSPHERIC OPERATION MAX PRESSURE: 150 PSIG 3A SANITARY CONSTRUCTION FOR PASTEURIZED MILK MAX TEMPERATURE: 175' F. D - 1 58' W x 58" T x 20' DEEP STAINLESS STEEL ALCOVE, INCLUDES 2" TRIM FLANGE, PITCHED BOTTOM FOR COMPLETE DRAINAGE ALCOVE SEISMIC DESIGN: IBC 2009-SITE CLASS 'D' MIN TEMPERATURE: -20' F. ALCOVE WELDED TO TANK AT FACTORY E 4 1 INTERNAL 4' OD VENT TUBE EXTENDING FROM TOP HEAD TO ALCOVE AREA, WITH 4" SANITARY NDN-CAPPING CLAMP CONNECTION, VENT VESSEL MATERIAL SPEC. GRADE THICKNESS/CLASS NOTES AND REMOVABLE SCREEN W/ BLOW OFF CAP IN ALCOVE UPPER BARREL' QTY 1 SA-240 304 12 GA. 0.1054" 120" I.D. F 4' 1 INTERNAL 4' 00 OVERFLOW TUBE, WITH ADVANCE TRICKLE HOLE, EXTENDING FROM TOP HEAD TO ALCOVE AREA, WITH 4' SANITARY OVERFLOW SHELL LOWER BARREL- QTY 1 SA-240 304 10 GA. 0.1350" 120' I.Q. NON-CAPPING CLAMP CONNECTION AND REMOVABLE SCREEN W/ BLOW OFF CAP IN ALCOVE TOP HEAD F&D . SA-240 304 10 GA. 0.1350' 12V I.D. G 1 1/2' 1 SANITARY CLAMP CONNECTION AT THE BOTTOM OF THE OVERFLOW TUBE FOR HIGH LEVEL PROBE, INCLUDES ANDERSON LB SERIES HIGH LEVEL PROBE BOTTOM HEAD FLAT FLANGED): SA-240 304 10 GA. 0.1350" 120" I.D.; PITCHED 3 4" PER FT LEVEL PROBE W/ 25' OF CABLE & ANDERSON CONTROL MODULE BOTTOM HEAD BACKER PAD: SA-36 CARBON STEEL 1 4" H 2 1/2' 1 PATENTED 3A APPROVED 'SPRAY-UP' NOZZLE SUPPORTED BY 'A' FRAME STYLE SUPPORT RODS INSIDE THE TANK CIP TOP HEAD SHEATHING F&D : SA-240 304 10 GA. 0.1350' 126" I.D. WITH 2-1/2" HEAVY WALL SANITARY CLAMP CIP INLET CONNECTION WITH CAP, GASKET & CLAMP IN THE ALCOVE SIDEWALL SHEATHING: SA-240 201 12 GA. 0.1054' - J - 1 STAINLESS STEEL TUBULAR HOOK-UP DEVICE FOR CONNECTING CIP LINE TO OVERFLOW & VENT LINES IN ALCOVE CIP INTERLOCK ALCOVE. SA-240 304 12 GA. 0.1054' - INCLUDES INTERFERENCE ROD TO INSURE MANWAY DOOR IS OPEN DURING CIP SANITARY FERRULES: SA-479 304 - - K - 1 LOUVERED MANWAY DOOR (1 PER LOCATION) (NOT SHOWN) CIP DOOR LEVEL SHELL: SA-479 316L - - L 1/2" 1 PROJECTILE WELL WITH 5' DIAL THERMOMETER (20-240' F RANGE) THERMOMETER PROJECTILE WELL SA--479 316L - - M 1 1/4' 1 1 PROJECTILE WELL - (ANDERSON EQUIVALENT 41247) (TAYLOR EQUIVALENT 26P397) - (LESS RECORDER) RECORDER WELL HEAT TRANSFER MATERIAL: MEDIA: 35' F CHILLED WATER N - 1 ANDERSON LONG LEVEL SHELL /71060-A0003 (LESS DEVICE) LEVEL SHELL CHANNEL SIDEWALL: SA-240 304 16 GA. 0.0595" 100 SO FT 1.61 CU FT 1 ZONE P - 1 HORIZONTAL CIP--ABLE 22' DIA. 3-BLADED AGITATOR, POWERED BY A 2 HP SINGLE SPEED INVERTER DUTY 11:FC NORD AGITATOR SIDEWALL MANIFOLD: SA-240 304 10 GA. SK92672AZBH GEAR MOTOR OPERATING AT 63 RPM - 230/460/60/3 (LESS SWITCH) - INCLUDES FOOD GRADE LURE IN THE CHANNEL CONNECTORS: SA-240 304 14 GA. 0.0751"0.1350" 'C' MANIFOLD 7 8" x 2-7 8" GEARBOX, MOTOR SUPPORTS, SANITARY CIP SEAL & SANITARY CLAMP CONN W/REMOVABLE HOSE FOR CIP HOOK-UP HEAT TRANSFER CONNECTIONS: SA-312 304 SCH 40 - Q 2" 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER LIQUID INLET / CONDENSATE OUTLET (LESS CONTROLS) HEAT TRANSFER OTHER MATERIAL: R 2" 1 PIPE NIPPLE, MALE NPT, FOR HEAT TRANSFER LIQUID OUTLET /STEAM INLET (LESS CONTROLS) HEAT TRANSFER BASE: SA-36 CARBON STEEL - - S - 4 (2) LIFTING LUGS WELDED TO THE TOP HEAD AND (2) LIFTING HOLES IN THE BASE LIFT LUGS BOTTOM BASE RING: SA-36 CARBON STEEL 1' x 2-1 2" PAINTED SILVER REINFORCING CONE SEGMENTS: SA-36 CARBON STEEL - - T - 1 7 HOLD DOWNS - SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS HOLD DOWNS LIFT LUGS: SA-240 304 - - GENERAL NOTES: INTERNAL FINISH SPECIFICATION: HOLD DOWNS: SA-36 CARBON STEEL - 1PAINTED SILVER 1. ALL EXTERNAL PIPING TO BE SUPPORTED INDEPENDENT OF VESSEL. MATERIAL: #4 FINISH MANWAY GASKET: - FDA - I BUNA-WHITE 2. ALL SHEATHING PENETRATIONS FLARED AND SILICONE CAULKED AND INSULATION (TOP): - 3" CHLORIDE AND ASBESTOS FREE SOFT FIBERGLASS ALL SIDEWALL HEAT TRANSFER CONNECTIONS TO HAVE EXPANSION BEZELS. WELDS: MP32 / 32 RA INSULATION (SIDEWALL): - 3" CHLORIDE AND ASBESTOS FREE EXPANDED POLYSTYRENE 3. SIDEWALL SHEATHING TO BE WELDED WITH EXPANSION JOINT.4. FOR CIP CLEANING, THE MANHOLE DOOR MUST BE OPEN. USE THE CIP INTERLOCK EXTERNAL FINISH SPECIFICATION: INSULATION (BOTTOM): ICHLORIDE AND ASBESTOS FREE SPRAY ON URETHANE FOAM W/ LOUVERED DDOR 1N PLACE. MATERIAL SHOP TOLERANCES: 5. ALL CARBON STEEL TO BE PAINTED WITH RUST INHIBITOR PRIMER. M28 FINISH (NOT SCRATCH FREE) 6. ALL PRODUCT CONTACT MATERIAL TO BE 304 SIN STL UNLESS NOTED OTHERWISE_ EXCEPTIONS: MP35EX / 35 RA DEVIATION FROM VERTICAL• f 1/2' NOZZLES:PROJECTION: SHORTEST DISTANCE FROM OUTSIDE SURFACE TO FLG. PLATE, PIPE, BAR OUT OF ROUNDNESS: ± 1' OF NOM. 'D. FACE t 1/4" ASME NOTES: WELDS: MCO / CLEANED ONLY TO REMOVE DISCOLORATION HEADS: OUTER PROFILE NOT TO EXCEED 1.25' OF NOM. 'D' DEVIATION FROM HORIZONTAL, VERTICAL OR INTENDED POSITION 1/2' 1. MATERIALS & CONSTRUCTION PER ASME SECTION All, DIV 1, 2013 EDITION. (WELD RIPPLE VISIBLE) INNER PROFILE: NOT TO EXCEED .625' OF NOM. 'D' DEVIATION OF BOLT HOLES IN ANY DIRECTION t 1/8' 2. ALL WELDERS AND WELDING PROCEDURES ARE CERTIFIED IN ACCORDANCE MANWAY: LOCATION IN ANY PLANE t 1/2' DEVIATION FROM ANGULAR LOCATION f 1/2'. WITH ASME SECTION 1X. ALCOVE FINISH SPECIFICATION:3. SEE NAMEPLATE DETAILS FOR CODE STAMPING REQUIREMENTS. SUPPORTS: DEVIATION FROM ANGULAR LOCATION + V. WELD FILLET SIZE: + 1/8", - 0' MATERIAL- f 4. VESSEL IS EXEMPT FROM IMPACT TESTING PER UHA-51(d&e). RIAL FINISH DEVIATION FROM REFERENCE LINE 1/4 5. NATIONAL BOARD NUMBER TO BE ASSIGNED AT VESSEL COMPLETION. WELDS: MP35EX / 35 RA 6. YEAR IN WHICH COMPLIANCE WITH ALL CODE REQUIREMENTS HAVE BEEN MET IS T EXCEPTION: MCO / CLEANED ONLY TO REMOVE DISCOLORATION 7. HEATT TRANSFER IN D 115 SPACE.ANSFER DESIGN OPTION: SIDEWALL: CW07, REV-B. MANWAY HRDWNR WELD RIPPLE VISIBLE 8. HEAT TRANSFER JACKET ASME CODE BOUNDARY ENDS AT THE FIRST CIRCUMFFR NTIAL APPROXIMATE WEIGHTS: JOINT OF THE INLET & OUTLET PIPE NIPPLES. REF ASME SECTION VIII, U-1 e}} 1 a . 9. ALL GROOVE & BUTT WELDS ARE TO BE FULL PENETRATION UNLESS NOTED( 0 )ERWISE. EMPTY VESSEL 16,900 LBS. FULL 0 NOM, CAPACITY: 147,000 LBS. 10. REFER TO BILL OF MATERIALS 15E0467 FOR SUB ASSEMBLIES. FULL 0 OVERFLOW CAPACITY: 151,150LBS. SEE ASME NOTE 5 USING PRODUCT S.G.=1.04 TAG NUMBER TESTING PRESSURE: PT-3 ' VESSEL- N/A JACKET: 195 PSIG © CERTIFIED BY CIP REQUIRED: 109 GPM 0 25 PSIG QUOTE N q- 21155BDO P.O. Na. CER01300 FELDMEIER EQUIPMENT, INC. FELDMEIER EQUIPMENT UM LITTLE FALLS, NEW YORK, USA WELDING SPECIFICATIONS: 575 E. Mill Street W :VESSEL MAWP®PSI AT®T 22 CS LISTED SPECS. ARE APPROVED FOR USE Little Folk. New York 13365 EXTERNAL MAWP®PSI AT®T UNLESS OTHERWISE NOTED ON THIS DRAWING DRAWN BY:BRG ENGRG. Approved B CI REV A VESSEL MDMT CST AT® PSI STANDARD NUMBER PP y j JACKET MAWP PSI AT +75 I T FELDMEIER EQUIPMENT, INC W101A R8 W251 R5 DATE 07 O1 15 SHEET: 1 Of 3 .EXTERNAL MAWP®PSI AT COT SYRACUSE, NEW YORK. USA W101S R4 W113 R1 QTY (1): 15,000 GALLON 120" I.D. iJACKET MDMT T AT 550 PSI W101P RO WCB 1000 R7 VERTICAL YEAR BUILTf SERIAL NO. Will R6 INSULATED, STAINLESS STEEL 'SVVW� SILO STORAGE TANK ITAG NUMBER SEE ASME NOTE 6 WELDING WIRE SPECIFICATIONS: SOLD TO: HP HOOD MOC SHELL MOC JACKET SS TO SS GTAW 11G)) ER316LSI WIRE 233 MAIN ST. AGAWAM, MA 01001 : MADE IN THE UNITED STATES OF AMERICA SS TO SS GMAW MIG) ER316LSI WIRE ADVISED � �FUlL 0 OviRFtLDwT' SS TO SS FCAW U CORE ER316LTO-1 WIRE ADM TAG NUMBfR o7.i4.ts KJB SHIP T0: HP H000 DRAWING NO. ASME NAMEPLATE STAMPING 5S TO SS FCAW FLUX COR ER316LTO-4 WIRE wa Amin+ o�� 233 MAIN 5T. AGAWAM, MA 01001 T 5E0467 VENT LINE EXTENDS HIGHER IN TANK THAN OVERFLOW LINE QTY (7) T 5 SEE DETAIL 'A' BASE ===____= ____ == 131" DIA. 90° E THEORETICAL r LIFT HOLES �, '+ I; ' ; s• — HOLD DOWN B.C. ,�_ 50 15,000 GALLON I 1350 ��,\ R I APPROX. LEVEL I I ,• � �--7/16 ' illl MEAD 3/4" DIA SEAM 9" ADVANCE TRICKLE , ++�% 'S5y515 „ i ' i IIII i WARNING HOLE ' �� SPRAY �', 30 —5 I 1I'I I �5 4-3 4" ° S I ———— NUZZLE I' ___ —____— I, — S _D 00 I f , (365) IIII i 5` i / g_3/4", 180 _ a ;�1 — APPROX. I 4 VENT—` oil O.A.H. 16'-0" — -120" I.D. ,—T�; 11 I , 11++r 192" 126 1/2" O.D. ` I , I TUBE 12 GA. I '!II 'I 15�GALLON . i ; -- T--- -- ------------1----------} --- '—� ' `� — U' APPROX. LEVEL ! ;�', UPPER BARREL I IIII 4" OVERFLOW II I TUBE 2250 0 I I I I liII I s SEE SHEATHING DETAIL 'A' \' � 3150 27'-0" I I I III; I OVERLAP DETAIL UPPER SHEATHING ° (324") I I 'I'. INSULATION 270 STR. III' �-4" OVERLAP SIDE I II'. PLAN VIEW I I I IIII I I I I+ ! NO WELD 1 , LOWER SHEATHING I I I I I IIII I I +III I SHEATHING OVERLAP DETAIL I li i I (TO ACCOMMODATE THERMAL EXPANSION OF TANK) (132") I I iill R k I f IIII I 2• __ 10 I I i I i I I I REINFORCING CONE ANCHOR DESIGN A LOWER I I I I fBC-2009 ASCE 7-10 SITE CLASS 'D BARREL I I , Q TANK BASE 2 1/4" WAND LOAD - 115 MPH �. 6" TO FELDMEIER EQUIPMENT DOES NOT DESIGN OR PROVIDE III I _EDGE OF— ANCHOR DETAILS BEYOND THE SCOPE OF OUR VESSEL SPRAY— 5 PAD MIN. THE CUSTOMER IS RESPONSIBLE FOR THE ANCHOR 501' ; NOZZLE + BASE RING OPTIONAL METHOD USED AND PROPER INSTALLATION. - _------ - NUMBER OF ANCHOR PLATES: 17 TIE PLATES STUDS DESIGN MAX. UPLIFT 11,517 LB5 LATE 4 I BY OTHERS DESIGN MAX. SHEAR 110,775 LBS TOTAL QUOTE N 4 21155BDO P.Q. NII. CER01300 -`- ------L---- - FELDMEIER EQUIPMENT ----__ ' ---------t ' +� - - s �`� ii ii • 575 E. Mill Street 12 +i _ - I� p Little Falls, New York 13365 +i I } - • ii,• s �1 DRAWN BY:BRG ENGRG. Approved By CI REV A DATE 07/01/15 SHEET: 2 of 3 T I I 124" BASE RING I.D. I D SEAL AROUND ANCHORS QTY (1): 15,000 GALLON 120" I.D. 129" BASE RING O.D. FLUSH DRILL * WELD 512E REQUIREMENTSVERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK SEE SHT 3 OF 3 ANCHORS BY OTHERS DETERMINED BY OTHERS SOLD TO. ELEVATION VIEW FOR ALCOVE DETAILS CONCRETE NOTE: HP HOOD SEE PLAN VIEW FOR CONCRETE SURFACE MUST 8E LEVEL k FLAT 233 MAIN ST. AGAWAM, MA 01001 TO WITHIN 1/4". SHIP TO: HP HOOD DRAWING NO. TRUE ORIENTATION HOLD DOWN DETAIL NOT 10 SCAIE 233 MAIN ST. AGAWAM, MA 01001 15E0467 63 1/4» % 56„ I 1 — 20" DEEP @ ---i8"�— 9" ALCOVE E I F 2,364 GALLON_ S k TYP--i I ' START AGITATOR +_'_ - �• I <• WHEN FILLING STOP AGITATOR i _ _�__ l t' - --- �,r- ---- - + WHEN EMPTYING II ,- �, _ _ , I D s HZ• - -,y - P r j 24 4• +• _ G ----- ___---___-_ CAUTION 58 --- - ---- - - - - ---- -th• STICKER ---- --------------------...------. ---- ---- I - � ; ��„ '--GRAB HANDLE - •, IF SAMPLE -� � „ PORT I 51 J � � n HEAD SEAM �' -— - -4„ - \ == = I M L I -t __-------------------------------- t-�/4. ,/z• 35 __ -- t ---- --- __-- _ -------- _ --- -- ---- ---_-_-�_-_-_-_- _- _-_-_-_-_-_-_-_-- ------ -------- ------- ---- - --- ---------------r-------..�,«SSriC �- j 1 1 1/2n l,' _-and - - --_- __--- ---- - ----------- ---------------_-� ��..�-- _�-- TYP '' G —�— —fi-------------- - SHELL BOTTOM 3- PITCH N PITCH 3/4" PER FOOT _� I� B TANK BOTTOM 24" D e 13 1/2" t 1 I 1 1 DIA NYLON -12„--i6" @LINING PENETRATION SHEATHING VENT 19" —24" 24" ALCOVE VIEW 1D-1/4" r��UTION QUOTE N q 21155BDO P.O. Nn. CER01300 7-1/4- FELDMEIER EQUIPMENT 575 E. Will Street 1-1/4 18 OPERATORS MUST CENTER DOOR L,ttle Fars. New York 13.365 15/16" I.D. UNEF THREAD NTH IEVEN GASKET MARGIN DRAWN BY:BRG ENGRG. Approved By CI REV A } DOOR 1Nst RE UNLATCHED,111TN DA'cKE DATE 07�01�15 SHEET: 3 of 3 BELOVED.A MEE TO SONG NWHARD AT M.L --- - --"'- - - 1--3/8" O.D. I TWES DURING MEANING. t Los OPERADOREs DEWS CMTRAR LA QTY (1): 15,000 GALLON 120" I.D. PUERTA clan UN WARGEN DE BURLETE P&9= VERTICAL, INSULATED, STAINLESS STEEL 'SVW' SILO STORAGE TANK 9-13/16" LA P"ERTA DOE MAR DaTRADADA.SIN SOLD T0: HP HOOD RURLEIF.Y URRE PARA AMRSE HAMA DENTRO °1 T0D01"0NT0 DA717E LA'1MPIFSA 233 MAIN ST. AGAWAM, MA 01001 WELL DETAIL ,—M+ CAUTION STICKER DETAIL SHIP T0: HP HOOD DRAWING NO, 233 MAIN ST. AGAWAM, MA 01001 15EO467 l-b©d r - C , Town of Agawam �- Board of Appeals 36 Main Street, Agawam, Massachusetts 01.001.1801 Tel. 413-726.9739 Fax 413-786.9927 R1 f` _= C77 G Petition of: H.P. Hood, LLC _GQ Premises Affected: 233 Main Street Date: August 10, 2016 Case#: 1954 m The Agawam Zoning Board of Appeals conducted a public hearing and meeting on August 8, 2016 at the Agawam Public Library Children's Room, 750 Cooper Street, Agawam, MA for all parties interested in the appeal of H. P. Hood, LLC which is seeking a Special Permit in accordance with Section 180-56 of the Town of Agawam's Zoning Ordinances to allow for the construction of three milk storage silos at the premises identified as 233 Main Street. After the public hearing and a thorough review of the facts presented, the Agawam Board of Appeals made the following findings: 1. The subject property is located in an area of town zoned Industrial A. 2. The petitioner proposes to replace the existing storage tanks (two 10,000 gallon tanks, two 4,000 gallon tanks and one 5,000 gallon tank) with three new vertical storage silos. 3. The three proposed storage tanks will consist of 10,000 gallons each. Two of the proposed tanks wilt be at a height of 49'8' and the third tank will he at 46'.511 . 4. Section 180-56 of the Town of Agawam's Zoning Ordinances states: "Industrial buildings shall not exceed two stories or 40 feet in height, except with approval of the Board of Appeals after a public hearing. These provisions shall not apply to required equipment appurtenant to industrial buildings, except that smokestacks, water tanks, grain elevators and the like are not permissible except after approval of the Board of Appeals after a public hearing." 5. On July 7, 2016, the Planning Board voted to approve a site plan review for the subject property. 6. The proposed silos are an allowed use in an Industrial A zoning district. The subject property is an appropriate location for such a use and structure. 7. It is the Board's opinion that this proposed use will not have an adverse effect on the health, safety or property value of the neighborhood. 8. The site plan satisfies the concern that there will be no nuisance or potential hazard to vehicle or pedestrian safety. 9. Adequate and appropriate facilities and controls will be provided by the issuance of this special permit for the proper and safe operation of the proposed silos. 10. The proposed silos are not considered so objectionable or obnoxious that the proposed use SCANNED r DECISION (p.2) H. P. Hood, LLC Case# 1954 would be against the public interest or detrimental or injurious to the character of the neighborhood. Based on its findings, the Board is of the opinion that it is within the authority of the Board of Appeals to grant a Special Permit as stated under Section 180-56 of the Town of Agawam's Zoning Ordinances. Now, therefore, by a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a Special Permit to allow for the construction of three new storage silos with the following conditions: 1. The storage tanks are to be built according to the plan submitted entitled "H.P. fIood, LLC Agawam MA Site Plan,"revision date June 20, 2016, and signed by Bob Hale. 2. This special permit is for the proposed silos only. All other zoning and building regulations must be met. 3. The petitioner shall record with the Hampden County Registry of Deeds a "Notice of Special Permit" form, which shall be provided by this Board and proof of said filing, must be submitted to this Board and to the Inspector of Buildings. 4. This Special Permit shall become null and void if construction does not commence within two (2) years from the date of this decision. This decision is subject to appeal in accordance with M.G.L. Ch. 40A, Section 17 within 20 days after this decision is filed with the Agawam Town Clerk. Attachment: Signatory Page of Decision r Town of Agawam Board of Appeals 36 Main Street Agawam, Massachusetts 01001.1801 y� Tel, 413-72&9739 Fax 413-786-9927 Signatoa Page of Decision Case#: 1954 Date: August $ 2016 Applicant: H.P. Hood LLC Address: 233 Main Street By a unanimous vote of its three members,the Zoning Board of Appeals hereby grants the petitioner a Special Permit. This approval is subject to the conditions set forth in the attached written decision. Doreen Prouty G Suff ' i Richard Maggi Gary Geiger(Alternate) Aldo Mancini (Aite te) i O a I VVESTF-1 LEGEND �` F kEIRS 293• f \!4 SE ER EpS Q T °Q OF ct1gRELD � 'E A(OlvG Aw V R � EXISTING CATCH BASIN TH>~ 16' WIDE TBW HOu}►NG �• �. L GO R o c� A Z EXISTING CATCH BASIN D 41NE °. ,.c.:,-,.. DEED NO OayU a ORIENTS VE WAS 5MH B AND BU41T. - DR l PE S79.NE 1N 2fY1aENCE Of R 3EF a LrJ 84+[ EpCONGaTGH CKED WITH4N BOND pIAN SEMiENT• ofn �� .. �� ^ I MWO EXISTING MONITOR WELL TO p AND ON TIGVAE ORIENT EA E 29 394E ��w R �8I PO S3 18. � SMH�E,GORD � SHOWN USED TO RII / o -� ® EXISTING DRAIN MANHOLE V�R �r,yo a EXISTING SEWER MANHOLE pIp@LINT✓ 04D TIE.IN TO t -, rn t,s� m EXISTING SEWER GATE 0 OY ig59. SOH A Q TOP OF HIGFf BANk E CV W OATED �, sic,, 603' RLO ¢ ; W ,p �`` ® EXISTING ELECTRIC MANHOLE oq' q �. ~�� NG RIVER �� Wa (P Z kP 0 EXISTING TELEPHONE MANHOLE O'�9ieR/SpFR `� P. ��eow r� O 4 EXISTING HYDRANT U 1` .sQJ CFI q� /� FCL,p W. �c ^- - a w€� v'�p O�{ EXISTING WATER GATE �Q �� o�s�'�sro off ` �� rowN Q TOP OF HIGH BANK S 11 e warER o z \� o ® EXISTING ELECTRIC TRANSFORMER g3. O Q9�, CAy4, 9. AT RIVER EDGE ON 29, 1996 ;o� Z ' EXISTING UTILITY POLE O 5 G A. '0 F �s CpP,�d,SClr 59 77' JAM. � r— U 000 ,per END nE � ..� � ;o �� {] EXISTING LIGHT ON POLE EN_r� EXISTING STREET SIGN Z Q�3• QUO � U�D ` �� ; o OJ v C aQ D On'? r a�p PARC ENr ON �p� TOP OF HIGH BANK 2 p Y O �� NO A e S. z j$ sr� w A,rn?,D � ��51, i Gym, yq0�� F ti _� N7YttV v ptPF 97g p8, cv s7 39 4s R EDGE lktp TEN Oy Ay PARCEL 3 ��G E G, °oo GF' � �o � . J�ro� �.� yF , Q r' � � y et �cs Q Q'r 6`44�y� /`OO�,��o 0-11 sM 4 7 6' iVtaE TOy N OF S - DEED JnOK 77 ENT -� f Q O ELECTRIC CO. :H'�OQa E � ��1 � SWAB FIRST �'ARCEL � PG. 12 v Ea EMENT � J V p WIDE r ,�g r 1 , y°°° I ?y�Cg'J� O I Q �� IN BOOK 2469/352 S C�pND PC.VMTS 12 [air `) `'a I �`flh� 4ay. gyp•r f 0��a° QesG pcclss NO 4 PARCEL 5 V o o• t 43.9' 0 ]63 02 on Q O o a6 o 50.00' 88.8' cv ,p 79 0'470W76.7' r\ m CP 63.02�r.BND' 9Q 0 0.21 �O• p o0, fn Q 4��t3F tyC �` 9 2 Q� D L yTCN I'� �.31 g N59 G 4 �? L- Al r � .,, � i � . .,.,� �� JG`I'• - v:. � E r i r / " i ! aL, ,obi i.,11�` � h �� ell 45 CI C'�.p �'°o >�, ,�h ' ''�' 0 7�?7- VO 3 s O� �� c ry �,� ��_ Q�cos� oo �Ly`�> ?J a �o,O 9 �`� �' s� ��' o a = ��' QP� °o. `��a° O°pc GO) � 99 'P 04 /�. o`a� o} Amy h' o 8' O .�, F o� `V OQ� D� T Op h04 'S$1 PARCEL. 8 pti y �.�� \p1r RpS t'9 0 v � �' 9' PARCEL. 9 Qe�+. Fc / IVz`\ �OJ ` tis � R G0 FQ57 eS`y° s ot° 2 70 s �` Q I Z AA� OH Sa G° 0 \\ 465 ? " L.C.C. 1369E NOTES: 7 Locat n of ti 6j°\\ e"rt A19a"" f�l ��2016r�nst Iiate n Tanks PARCEL 10 l 6 i O THE PARCELS OF LOCUS IDENTIFIED HEREON ARE REFERENCED TO O� ,p \\ he9 Acj9 I AREA---= 9.238t ACRES THE PARCELS IN DEED BOOK 93" PAGE 498 - H.P. HOOD, INC. TOTh etc, c� O to t On Roof of Main Building DEED BOOK 9344 PG. 498 o H.P. HOOD & SONS, INC. DATED THE 15TH OF DECEMBER 1995 - UO FIFTH PARCEL +s ^� AS RECORDED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS, TOWN AF AGAWAM ZONING REQUIREMENTS y' cI's oQ 0 ON \\ , L.C. CERT# 27210 SIGNS a0 yo S'S' 4 y�\°5 ¢ TC` a' C.a. �D PARCEL IV IN THE ABOVE REFERENCED DEED, IN A MORE PARTICULAR 0 e �O DESCRIPTION FOUND IN BOOK 2424 PAGE 207, IS BOUNDED ON THE V s O <v 0.67'OFF APPLICANT H.F. HOOD, INC. PgG� q ' C? S' �a °�or ! �° 4 CORNER NORTH "BY THE MEADOW ROAD". AS THERE IS NO EVIDENCE ON THE 233 MAIN STREET Q °5p00 9 I �,.� SO q o`1r �°' AT 90r GROUND OF A ROAD AND THERE IS EVIDENCE IN DEED 2424/207 AND 1.�,So I �°j ON A PLAN RECORDED IN BOOK OF PLANS 21 PAGE 49 THAT THE OLD AGAWAM, MA 01001 'FO kg 1" �o,`ti �'� MEADOW ROADWAY IS 'WASHED OUT", THE LINES OF OWNERSHIP MAY BE �+ I `b CONSTRUED TO BE TO THE RIVER. 9� 0. nF 0 11\`g' FOU 40,000 GAL SILOS [?`�S OOve�° APP X 59' TALL ON PAD oa PROJECT REPLACEMENT OF THREE s'i� 9sA B�.p�Fcyj 0 THE AREA OF THE UN - REGISTERED PARCELS. FIRST THROUGH c I FOURTH IN THE ABOVE REFERENCED DEED AND AS SHOWN HEREON, DESCRIPTION HORIZONTAL MILK STORAGE TANKS A �[+ ' 0+ " 1 IS ABOUT 7.5t ACRES OF LAND TO THE EDGE OF THE RIVER AS WITH THREE NEW SS VERTICAL LOCATED. WHEN LOCATED ON JANUARY 29, 1996 THE RIVER WAS STORAGE SILOS 5�6rV��l'p� I 00 �a\1'nB�g 5� c,5� o`��O IN A FLOOD STAGE. TANK THREE 10,000 GAL SILOS LOCATED }r' � I (I iI tea; THE FIELD WORK UPON WHICH"THIS PLAN IS BASED WAS PERFORMED DURING SEE VARUINC DATED QP rI`b WINTER TIME CONDITIONS. SNOW COVER OBSCURED THE ABILITY TO VIEW DESCRIPTION ON ROOF 1% I 0%4, ' JUNE 12, 19 AND o IMPROVEMENTS AND PROPERTY CORNETS. EVERY ATTEMPT WAS MADE f OCTOBER 26, 1993 G Q TO OVERCOME THIS OBSTACLE. THIS SURVEY IS MADE SUBJECT TO THE 9'6" DIAMETER VOLUME I II ��¢� ��0 EFFECTS OF THIS CONDITION. FIELD WORK WAS PERFORMED 1/11/96-2/1/96. A DIAMETER 15 o`�n ® 4`� 4 THE AREA OF LAND OWNED 13Y H.P. HOOD & SONS, INC SHOWN HEREON 2 0 IS 9.238t ACRES REGISTtRED AND 7.5t ACRES UNREGISTERED 46 5" ON ROOF STRUCTURAL STEEL 0 HEIGHT 49'8" ON ROOF STRUCTURAL STEEL FOR A TOTAL AREA OF iF.738t ACRES OF LAND. STAINLESS STEEL WELDED -9/ 9sAy 9o�s ��4<i. MATERIAL OF (INSULATED) CONSTRUCTION REFERENCES: ZONING DISTRICT INDUSTRIAL A y�� PLANS AND DEEDS USED IN THE PREPARATION OF THIS PLAN. IS NOT A COMPLETE LISTING OF ALL PLANS AND DEEDS AVAILABLE FOR THIS PROPERTY L.C. PLAN 1369E FILED WITH CERT.# 7049 DEED IN BOOK 9344 PAGE 498 (LOCUS DEED) & ! LE. RLM 29917E r r� V SA �� ,� L.C•C. �� Pit €N 18 L.C. PETITIONERS PLAN FOR CASE 25817A DE BOOK 49 PAGE 9 37316 — PAWL — PARCELS 11 & 7 �Q PLAN OF LAND IN AGAWAM — BUXTON INC.— DATED DEC. 1953 CERTIFICATE OF TITLE 22273 BOOK 116 PG. 133 GO BY DURKEE, WHITE & TOWNE #70-3239-C' CORRECTED 4/13/56 DEED IN BOOK 2424 PAGE 207 EASEMENT PLAN OF WESTFIELD RIVER TRUNK SE�WWER - TOWN OF AGAWAM DEED IN BOOK 2310 PAGE 322 REQUIRED PROPOSED s�� tic �P� O�� 8Y TIGHE & BOND ENG'RS. DATED DEC. 22,;1939 DEED IN BOOK 2461 PAGE 332 E' Oa. ��• SITE PLAN OF LAND IN AGAWAM, MASS, DATE OCTOBER 6, 1977 DEED IN BOOK 2639 PAGE 123 BY SCHOFIELD BROTHERS, INC. (SOUTHWORTH PROPERTY) DEED IN BOOK 2461 PAGE 331 SET BACKS AT LEAST FORTY 40 FEET GREATER THAN FORTY � O PLAN OF ELECTRIC EASEMENTS - 13.8 KV TAF TO BUXTON - DEED IN BOOK 2639 PAGE 122 { } Q G' BY WESTERN MASS. ELECTRIC COMPANY DRG. #CC--7622 DEED IN BOOK 8108 PAGES 27 & 41 WIDE IN THEIR LEAST {40) FEET WIDE IN ALL 0� SNaw pI� ��O �' LINE #0-51.539B ! DEED IN BOOK 4021 PAGE 240 DIMENSION DIMENSIONS �' 1-G- DROP J� PLAN OF LAND & EASEMENTS FOR WESTFIELD°RIVER PUMP STATION DEED IN BOOK 1991 PAGE 375 POLE c30 TOWN OF AGAWAM — BY TIGHE & BOND CONS. ENGINEERS CERTIFICATE OF TITLE 1221147 IN BOOK 120 PG 107 DATED JUNE 8, 1990 CERTIFICATE OF TITLE 21827 IN BOOK 113 PG. 137 SITE AND GRADING PLANS OF WESTFIELD RIVER; PUMPING STATION CERTIFICATE OF TITLE 15116 IN BOOK 76 PAGE 76 Approved by TOWN OF AGAWAM - BY TIGHE & BOND, INC.;CONS. ENGINEERS 16I0 DATED MARCH 1990 - TWO SHEETS. Agawam Zoning Board Of Appeals LOT COVERAGE NO MORE THAN FIFTY NEW SILOS ARE PERCENT (50%) OF TOTAL REPLACING EXISTING pp AREA TANKS ON ROOF OF MAIN BUILDING. � Updated on 6/20/2016 b THE LAND LIES IN ZONING DISTRICT INDUSTRIAL-Adj� HEIGHT APPROVAL REQUIRED BY HEIGHT OF ONE 10�000 �� ENO `�O LAND IS SHOWN ON ASSESSOR MAP K-14 AS PARCEL 8 (MORE OR LESS) Date, BOARD OF APPEALS FOR GALLON 51L0 IS 46 5 EQUIPMENT TALL HP HOOD LLC AGAWAM MA SITE PLAN TALLER THAN FROM GROUND LEVEL � �• �°� F, FORTY (40) FEET HEIGHT OF TWO 10,000 Q��Jy � yfl°� APPURTENANT TO INDUSTRIAL GALLON SILOS IS 49'8' BUILDINGS FROM GROUND LEVEL. REVISIO � DATE. 6/20/ 1 6 °� LOT SIZE FRONTAGE MORE THAN ONE TOTAL LOT AREA 16.738t N �+ HUNDRED (100) FEET ON ACRES. FRONTAGE Received THAN OR FORTY AN AREA SS APPROXIMATELY 818 FEET REVISIONS COMPLETED BY: BOB HALE 2016 (40,000) SQUARE FEET Board of Appeals Town of Agawam- Hcal Inc ;4; Inspection Services Department Building Inspection Code Enforcemem, A�q ED 1000 Suffield Street, Agawam,MA 01001 Telephone - (413) 821-0632 Fax(413) 821-0637 Erik Wight Gary Turnbull inspector of Buildings Electrical Inspector Michael Day Michael Theroux Plumbing Inspector Sealer of Weights&Measures Cross Connection Tester Enforcement Officer DATE: TO:- BOARD OF APPEALS FROM: Erik Wight, Inspector of Buildings RE: SPECIAL PERMIT: VARIANCE: The above referenced property is applying to the Board of Appeals. The Section of the Agawam Zoning by-Laws, which they are seeking relief from is Section: I Rio Paragraph. Li l SCANNED 1 Zvi ---------- ....... ............. TOWN OF AGA WA M FOR OFFICE USE ONLY 36 MAIN STREET Case #: AGAWAM, MA 01001 i Filed: (_9 BOARD OF APPEALS Hearing: Q MP Expires: ............I.................................................................... ................... Application to Board of Appeals for SPECIAL PERMIT as provided in the Zoning and other By-laws. Applicant e2,�3 Mrj Address ptol 0�CK_ Application is hereby made for a SPECIAL PERMIT as provided by Section I i'o Paragraph — of the By-law. Promises affected are situated on PI O-) Street; _ (7-8 —feet distant from the corner of &�9 � Street and known as street number Property is zoned as IAO 3 L A Reason(s) for request of Special Permit: or- an u_ Har_,AT__c)F-_ or- �40GK,r Ski=Qko& MmT _50E- -cocinc?o- 10,C& aki*a!T- Signature of owner or his authorized agent: JWl a,-z Telephone N TIC�.� 4APPLICATION MUST BEFILLED OUT IN INK OR TYPEWRITTEN LOOMIS AND LOOMIS INC. LETTER OF TRANSMITTAL Consulting Professional Engineers 30 Maple Avenue Windsor, Connecticut 06095 DATE JOB NO. Phone (860) 688-6426 June 1, 2016 4426 ATTENTION HP Hood LLC RE: Bob Hale 233 Main Street New Roof Top Tank Supports for New Tanks RT4, Agawam, MA 01001 RTS, and RT6 WE ARE SENDING YOU 0 Attached Under separate cover via The following items: Shop Drawings EKI Prints 0 Plans Samples Specifications Copy of letter 0 Change Order COPIES DATE NO. DESCRIPTION 24 6/1/2016 RTAS-1, 2, &3 New Roof Top Supports for New Tanks RT4, RT5, & Rev B RT6 1 6/1/2016 Initial Construction. Control Document THESE ARE TRANSMITTED as checked below: EX For your use No exceptions taken Resubmit As requested Amend as noted Resubmit copies for review For review and comment Rejected Submit copies for distribution PRINTS RETURNED AFTER LOAN TO US FORBIDS DUE 19 REMARKS: Prints for your use and for building permit application. _ Drawings and Document signed and sealed for the building department. _ We included two copies for your records. Thank you COPY TO: SIGNED: 4� Richard W. Loomis, P.E. Initial Construction Control Document To be submitted with the building permit application by a 14 Registered Design Professional for work per the 8t'edition of the Massachusetts State Building Code,780 CMR,Section 107 . c, —i( ?T.(Project Title: g6W"R�74P -c�ppoW`� 14c2, l El-.t �MK Date:^ Ju,, F— 10 ZO(4o Property Address: I ��aoa ,(.�' �,3,� /�Qw GA Ar``t NA Project: Check one or both as applicable: -'New construction +.atxisting Construction Project description: Nye _ �C A�nl-fll4C, ,4 0C�y'r-- -me `T AVEkt4 Y - CAL „72 7NK-S ITT I'ZT25-9 ln__ 04 T s-Z s 3 I NC1-1 WO kcR:>tti.CT MA Registration Number: 3nF69 Expiration date: 3 o ZoIB axn a registered design professional, and I have prepared or directly supervised the preparation of all design plan , computations and specifications concerning: [ ] Architectural [structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my dqs)gnee)shall perform the necessary professional services and be present on the construction site on a regular and periodicbasis to- 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the warp and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports{see itern 3.)together with pertinent comments, in a form acceptable to the building official. rr* tNOFA�gs Upon completion of the work,I shall submit to the bu' lei Construction Control Document', RI Fill s'j ti ` Enter in the space to the right a"wet"or electronic signature and seal: + sr�NAL its 4 / Phone number: c9(0— Lc]C��-- �6 - ail: rcc� L lC"C0f St;`d/n6XI5. Cbm Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 w ,� } ► � - In s I� ':' K/ES7-p LEGEND + 1ELD F HEIRS z83 J41vn ce® EXISTING CATCH BASIN ri�19f+�� SI f[ .,. �s� � ��IavrT `� o•� DF 4 �tDE 'TOWN 5�� A1)0N 2 • O CHgR '�OArG to Lk 1 «._. 15' 4• HotDINcNE 4. D lv �' GOOD n �c� MWO-- - EXISTING MONITOR BASIN c�- [L THE D IdY 2¢24 OF �� ;.._. 'Bruns� rner wA5 ORIEL � AND THE _ �° 0 E»'D +u.�, .� //11 gULtT., D E LfNI; IN E S /�`i ( f*7 64}04 AT Sc. SMH A IN 8 �D PLAN 579• 59 �E° �J THE CON CHECIGEO ` £ & aoIENT. - _ r 1 L207ROq°. ° �r b°,�- '�Y y TO A AND B NON TIGH py�grlT „��` y THEM 8/ zf pJ O ¢} EXISTING DRAIN MANHOLE ul 7-: zf: x5' H.P. H 0 0 D � p HpECORD AS 5H0�IPEU%E USED TO ?g3 gq Fj�ppW ROAD+ g3 rg , t l,/� �� pAy0 EXISTING SEWER MANHOLE cy to MAy 1959.. . �- SMH A '`�o TOP OF TIE� � ��`''-_ � � cn mac,+ � • EXISTING SEWER GATE ? UO zy to.- DATE.D r4,1�~- ` HlGN _ANK uNE to ' +fie Ki�itld5t �., _ ,�Q� S03'� '4L0 z �� EXISTING ELECTRIC MANHOLE S� Rp, ,j 1s a4p, - _ ALONG RJR 0 O � ® EXISTING TELEPHONE MANHOLE �rR a� - '`-_ �' a x d s• EXISTING HYDRANT -'P y 57 i '� ge m 41.a[� rs�FvOr WIDE _ N _ a & alp' v� r * EXISTING WATER GATE r �s ��_ Q�Q- �11gt !�, TO op °F OFAGA'` _�c�` TOP OF HIGH BANK S7r .rT C WA Wit• Q G ram, ,�, �. .,- Wq, Q„ _ y~ 599,Tj.-- TER AT RIVER EDGE ON JAN. 29 z l�� 2 ® EXISTING ELECTRIC TRANSFORMER O�' END MMO (MATIr ' y y 1s96 I EXISTING UTILITY POLE I ig1 U p° '"tia _ '`-- w` Tr) _ - EXISTING LIGHT ON POLE ^ rda� V 0 NCO 4• Ei1l '- _ _ - r ._� a� 2 1/ EXISTING STREET SIGN �/� � e►wa � �p,�Cit J�,� �4 � 3Np oP gR��-• •_ �` -.�-- _- -r I � I '•. ' ' 75 ° C3 �iptLti GO 1 GV G001ya T FCOIY� P1W� - 3p'~D� �gnjl} _ _ pR ~` `•- ',, ,_�S raCU1B US °�� a�Ay�� PARCEL SEA~MMON--,. - �pLr�- TOP OF HIGH BANK + 72+6 ALON Rlk� `2 �� SO•/� ' :Ft �,I cl ' P AT Iq '4(O/yG R1VFR � S a, at rN �� ? i p1 �y r 'p8, N w `~ .-57, 3$�9 R � FACILITY LOCATION MAPS, �� ' ,, To ON ,I PARCEL 3 ?0 Q. S G �'� �� '` ,,•' � '�f ��+ . G`�D��cy�6 4�•.a� ¢�'� I- SAr - _ - 1 s' WE'DE 70w S pa '�� P • �O '" e� �7� `L a DEED 00 FIRST ARCEL 700 PG. 12 ` f ELECTRIC Co :R i EASEMENT 30 WIDE VENTS � . " ,+` ~ SECOND j'j PG. 12 O IN B00 2 69/3b2 K q °EED -- o ✓O• NTS .g�OQ , " `I. G� I ti0 °� GEL PARCEL 5 �, i :' p ' PARS NErlyE4LT'•, Pc,� qC�S as• p o.� s, a o . • Qp¢C', ACC ��`� � gyp• .'' ', , '00,'` 43.9' I I O o �!- ® f,'" Q�PG pF, Go ;. .F� k •,+` D "a�i50.00. I. 97 73. 0Y47"yr78.7' UND °AN C1 ups 1po G /. ;'$ �,' S3.aZP C.8N0 saw T 021 oz -•.'�� '�%,, to .0� !�, f =ryl Q� %'` D L10 GAv ® ® t�' h� rye` Q�G �O %9� s F y�9 � -0 �r� 4in� �1, 0 - G�� ° y�'� ,, ,• h� - '/• off' . I Q�� J ca SS�SS� G sr '�O, ,; d per" �o"�• o p ,! o' �n ;' � �. p• r��l � � 2rQ. 44v AI Q z ON ll� 14 O'�i' ,•• �J , `�q ;` S4� �V %1 i +h ; o $ C`�` .NO1 ° S8 p0 000 PARCEL 8 g �, I4' ,�1� 1• PLe LC gDs w 4 PARCEL 5 '•,, ,Q�,� Q� ti�� ; J ��u ��r fop �Eoyt ° off � ``yo VIP 00. N '' f ,fib < L pg0' ,.-'' pt� Opp 9°L s� /h : "tr = �- OV n9 t+slg�t ers�** L,C.C. 1359E , ' _;'~y' NOTES: y o all 1�g�4 �; qg B ' i �® PARCEL 10 ,;'' !' {' ;' THE PARCELS OF LOCUS IDENTIFIED HEREON ARE REFERENCED TO Y' ,O O g g AREA = 9.238± ACRES • THE PARCELS IN DEED BOOK 9344 PAGE 498 H.P. HOOD, INC. TO �� toll �� 4g �[+,� DEED BOOK 9344 PG. 498 H.P. HOOD do SONS, INC. DATED THE 15TH OF DECEMBER 1995 - Sp TOWN AF AGAWAM ZONING REQUIREMENTS ,-' r c 'gyp "' QO pR h\o FIFTH PARCEL .% / S o' AS RECORDED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS. ' L.C. CERT# 27210 y^ SIGNS '+ AO "�Y�, S' 00 Xi y�los 'f- ,J %' ' 6• C.B. �D PARCEL N IN THE ABOVE REFERENCED DEED, IN A MORE PARTICULAR s a ' ti o e ` . . 0,67 OFF DESCRIPTION FOUND IN BOOK 2424 PAGE 207, IS BOUNDED ON THE APPLICANT H.P. HOOD, INC. 'Q 1yC 4' II6 ��ga1Wt` ,y�o CORNER NORTH +8Y THE MEADOW ROAD". AS THERE IS NO EVIDENCE ON THE 233 MAIN STREET ?�o O. S� ;I 1y y`� 3°' AT Du GROUND OF A ROAD AND THERE IS EVIDENCE IN DEED 2424/207 AND AGAWAM, MA 01001 I �� t �� ' Q I 'I%'` `l' °y' ON A PLAN RECORDED 1N BOOK OF PLANS 21 PAGE 49 THAT THE OLD { ,•' � MEADOW ROADWAY IS 'WASHED OUT", THE LINES OF OWNERSHIP MAY BE I 11 p°`9 FOU 40,000 GAL SILOS �� ? CONSTRUED TO BE TO THE RIVER. `7 OOvw° AP X 59' TALL ON PAD THE AREA OF THE UN - REGISTERED PARCELS. FIRST THROUGH PROJECT REPLACEMENT OF THREE ;%"- ' � �, �e°�s � o '' DESCRIPTION HORIZONTAL MILK STORAGE TANKS ' ' FOURTH ABOUT N7.st AC ABOVE REFERENCED LAND 0 THE EDGE OF FiHOWN ENER�A�. WITH THREE NEW SS VERTICAL j �'A � N 5+j'8" ®� '` 4}i� ', +/ LOCATED. WHEN LOCATED ON JANUARY 29, 1996 THE RIVER WAS STORAGE SILOS SIGN 0 � ,' IN A FLOOD STALE. n C, TANK THREE 10,000 GAL SILOS LOCATED �? � f �` .�O THE FIELD WORK UPON WHICH THIS PLAN IS BASED WAS PERFORMED DURING DESCRIPTION SEE VARiANC DATED j' QT `•.•" WINTER TIME CONDITIONS. SNOW COVER OBSCURED THE ABILITY TO VIEW ON ROOF �f ti JUNE 12. 1 AND IMPROVEMENTS AND PROPERTY CORNERS. EVERY ATTEMPT WAS MADE VOLUME r' OCTOBER 26, 1993 f QOr TO OVERCOME THIS OBSTACLE. THIS SURVEY IS MADE SUBJECT TO THE ' DIAMETER ' EFFECTS OF THIS CONDITION. FIELD WORK WAS PERFORMED 1/11/96 56 -2/1/9& DIAMETER 9,p, �r� Q�® `� THE AREA OF LAND OWNED BY H.P. HOOD & SONS, INC SHOWN HEREON 1 46'5" ON ROOF STRUCTURAL STEEL o IS 9.238t ACRES REGISTERED AND 7.5± ACRES UNREGISTERED HEIGHT 49'8" ON ROOF STRUCTURAL STEEL � SA �' so ��'` �cq �•%"-, FOR A TOTAL AREA OF 16.738f ACRES OF LAND. STAINLESS STEEL WELDED 'qa 'r MATERIAL OF (INSULATED) x/� a CONSTRUCTION �,[� �'� a� P �� ,�r�'1 ° A .;,a .'; �°� '-,•' fgoo'k',� REFERENCES: ZONING DISTRICT INDUSTRIAL A "!" y �j.� C '�� ' _c,�,•'` 'dry S7R CT +�' `}y ems. FQ r�, �?:' 00 PLANS AND DEEDS USED IN THE PREPARATION OF THIS PLAN. IS NOT A COMPLETE LISTING OF ALL PLANS AND DEEDS AVAILABLE FOR THIS PROPERTY �3r,. 9 r, o �� ...s � � : PROJECT �� 0 21' x L.C. PLAN 1369E FILED WITH CERT.0 7049 DEED IN BOOK 9344 PAGE 498 (LOCUS DEED) & L.C.C. 1369 E .sl L.C. PLAN 25817C CERTIFICATE OF TITLE #27210 - PARCEL 10 - p? ^ L.C. PETITIONERS PLAN FOR CASE 25817 DEED IN BOOK 6049 PAGE 19 PlaRGEL§ I 1 ✓6 7 � LOUATION PhM OF LA,�q iN AGAWAM - BUXTON INC.- DATED DEC. 1953 CERTIFICATE OF TITLE 22273 BOOK 116 PG. 133 ']` S C ✓ '� BY DURKEE. WHITE do TOWNE #70-3239-C' CORRECTED 4/13/56 D€€E IN 066K 24224 PAC€ SOT REQUIRED PROPOSED 4& �` � EASEMENT PLAN OF WESTFIELD RIVER TRUNK SEWER - TOWN OF AGAWAM DEED IN BOOK 2310 PACE 322 r �p� O�'� BY TIGHE do BOND ENG'RS- DATED DEC. 22 1939 DEED IN BOOK 2461 PAGE 332 "r' Al C SITE PLAN OF LAND IN AGAWAM, MASS. DATED OCTOBER 6. 1977 DEED IN BOOK 2639 PAGE 123 9 Gp �`1` GF0 BY SCHOFIELD BROTHERS, INC. (SOUTHWORTH PROPER" DEED 1N BOOK 2461 PAGE 331 SET BACKS AT LEAST FORTY (40) FEET GREATER THAN FORTY PLAN OF ELECTRIC EASEMENTS - 13.8 KV TAP TO BUXTON - DEED iN BOOK 2639 PAGE 122 BY WESTERN MASS. ELECTRIC COMPANY DRG. #CC•-7622 DEED IN BOOK 8108 PAGES 27 & 41 WIDE IN THEIR LEAST (40) FEET WIDE IN ALL SNOW P1� LINE #0-51.539E DEED IN BOOK 4021 PAGE 240 DIMENSION DIMENSIONS ,` �'' DROP �� PLAN OF LAND & EASEMENTS FOR WESTFIELD RIVER PUMP STATION DEED IN BOOK 1991 PAGE 3T5 / POLE• "+ r�0 TOWN OF AGAWAM - BY TIGHE & BOND CONS. ENGINEERS CERTIFICATE OF TITLE 22847 IN BOOK 120 PG 107 DATED JUNE 8, 1990 CERTIFICATE OF TITLE 21827 IN BOOK 113 PG. 137 SITE AND GRADING PLANS OF WESTFIELD RIVER PUMPING STATION CERTIFICATE OF TITLE 115116 IN BOOK 76 PAGE 76 ll TOWN OF AGAWAM -- BY TIGHE & BOND. INC. CONS. ENGINEERS LOT COVERAGE NO MORE THAN FIFTY NEW SILOS ARE , �6�e DATED MARCH 1990 - TWO SHEETS. PERCENT (50%) OF TOTAL REPLACING EXISTING + AREA TANKS ON ROOF OF MAIN BUILDING. FEBRUARY 14, 1996 THE LAND LIES IN ZONING DISTRICT INDUSTRIAL--A HEIGHT APPROVAL REQUIRED BY HEIGHT OF SILO ONE 10,000 LAND IS SHOWN ON ASSESSOR MAP K-14 AS PARCEL 8 (MORE OR LESS) SITE PLAN FROM THOMAS WILSON & ASSOCIATES, INC. BOARD OF APPEALS FOR GALLON SILO 15 46 5 "Y EQUIPMENT TALLER THAN FROM GROUND LEVEL. �� ''� "TITLE INSURANCE PLAN OF LAND IN AGAWAM, MA FORTY .(40) FEET HEIGHT OF TWO 10,000 �`'�J �O ,:" CPS` ,g X. OWNED BY H.P. HOOD & SONS, INC. SURVEY AT APPURTENANT TO INDUSTRIAL GALLON SILOS IS 49'$" o� g5 5�' „ BUILDINGS FROM GROUND LEVEL ��'�. �r 8?s � � 233 MAIN STREET, AGAWAM, MASSAC H U S ETTS'�• DATED FEBRUARY 14, 1996 LOT SIZE FRONTAGE MORE THAN ONE TOTAL LOT AREA 16.738f HUNDRED (100) FEET ON ACRES. FRONTAGE STREET OR AN AREA LESS APPROXIMATELY 818 FEET THAN FORTY THOUSAND (4-0,000) SQUARE FEET -T- p�d Town of Agawam q 36 Main Street, Agawam, Massachusetts 01001-1801 �l Tel. 413-786-0400 Fax 413-786-9927 June 16, 2017 James P. Cichetti, President Joseph Mineo, Vice President George Bitzas, Councilor Cecilia P. Calabrese,Councilor Paul C. Cavallo, Councilor Christopher C. Johnson,Councilor Gina M. Letellier, Councilor Donald M. Rheault, Councilor Robert Rossi, Councilor Anthony Suffriti, Councilor Richard Tneroux, Councilor Agawam City Council 36 Main Street Agawam, MA 01001 Dear Councilors: At its duly called meeting held on June 15, 2017, the Agawam Planning Board voted 3-0 to adopt the Housing Production Plan. If you have any questions, please contact this office at 786-0400, extension 8245. Sinc , Mark R. Paleologopoulos, Chairman - AGAWAM PLANNING BOARD cc: Clerk, Solicitor, File 7 m SCANNED " ��'