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8720_DEFINITIVE PLAN - JASMINE LANE.pdf'61ciO - ~~\()'~~~ Qh()- :JQS~\(\Q lO-~ tA\'" ' .. " LCJ+ 7 30~p'V) CQrdaJ'C90\~ 7~ MQ.(\c1OJJ Gf-, NAG. vJo. W\ L\\3-~31-q(oql -~~w owl\Qr- PLANNlNG BOARD TOWN OF AGAWAM . 36 MAIN STREET AGAWAM,MAOlOOl 7015 0640 0001 2501 7535 Vadim Kot Kot Realty ~-.-534 Union Street West Springfield, MA 01089 NIXIE 06:1 RETURN TO SENDER L! NCL .4~!r~E 0 UN AaLE T-C ~.oR;-;ARn B c: 0:100:118:> 7 99 "1844-:107 8 4-2 9-44 8t,~~~~h ~ t'~3 ,11I11'lllllllldll'II", 'illll"III'I'IIIIII' 1,,1'1 111"1111'11, SENDER; COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1, 2, and 3. A. Signature x o Age'" o Addressee I • Print your name and addr~iss on the reverse $0 that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 8. Received by (Printed Name) I C. Date of Delivery 1. Article Addressed to: f' VadimKot O. Is delivery address cfrfferent from item 1? 0 Yes If YES, enter delivery address below: Iii No " , Kot Realty '. ' 534 Union Street West Springfield, MA 01089 3. SaNiee Type 1111111111111111111111111111111111111111111111 ~ ~:~;Ef2~ R .. tr~od ~;~ 9590 91101 0025 511.8 5380 28 0 Ce"modMaIiRestrlct""~Iv." e-.,--o-c-~~--,o=--,-,--~-,~~-----I 0 Collect on Delivery , , 2. Article Number rrransfer from service lab"/} 0 Collect on Dell\lery Restricted DeI!very o Insured MaU . 7015 0640 0001 2501 7535 Dlnsu"'dM..~;IR"";ctodOeIl'." lover $500) . PS Form 3811 , April 2015 PSN 1530-02-000-9053 o Priority Mail Expree&® o Registered Maill!/l o Reqistered Mail RElstricted : DeUVIll'Y I o Return Receipt tor I Merchandise o Signature Confirmation l'" o Signature Confirmation Restricted Oe!ivery Domestic Return Receipt Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 July 29, 2016 VadimKot Kot Realty 534 Union Street West Springfield, MA 01089 Dear Mr. Kot: Please be advised that the Performance Agreement for Jasmine Lane will expire on September 4, 2016. The Planning Board will be discussing the status ofthis subdivision at their August 18, 2016 meeting. Attached is the most recent punch list dated July A written request for an extension must be submitted if you do not anticipate completion of all work items by the expiration date. 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: Eng. Dept. TDBank Town Clerk File Pamela Kerr From: Sent: To: Subject: Attachments: Hello! Vladimir Caceres Tuesday, July 12, 20168:50 AM Pamela Kerr Bond Release -Jasmine lane -Subdivision Memo4.pdf See attached memo. Also, the water easement need to be recorded in the registry of deeds for Jasmine lane subdivision. Vladimir 1 To: CC: From: Date: TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopber J. Golba • Superintendent MEMORANDUM Planning f Anderson Associates File Eogineering Division July 19, 2016 Subject: Bond Release -Jasmine Lane -Subdivision Per your request, on July 7, 2016; Fnainecring performed an inspection of the site and the following items remaining to be completed on Jasmine Lane: 1. Building lot bonds in the amount of $3,950.00 per lot are to be set for all Wlcompleted vacant lots. There are currently 3 V8CIIDt lots: 2. 5 and 7 in the subdivision. Please see section 159-7 H (5) of Town code. 2. The fence around the detention pond needs to be repaired. Locks are to be placed on the gates and keys supplied to the DPW and the homeowner. 3. The existing stop sign has to comply with MUTCD standards (Rl·l 30" by 30"). The retroretlectivity for all highway signs is to be high intensity prismatic grade. 4. The developer needs to provide a minimum of 2 shade trees on lots: 6 and 7 are missing one tree. Sec attached Town Code. 5. Any remaining debris or materials on site from the construction of the subdivision will need to be removed and property disposed. 6. Filter fabric sball be removed fiom outlets and drywell in detention pond. 7. Silt fence and hay bales needs to be remove ooce vegetation is established nearby on site. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, 'I/~ ~ohM_- V1adimir~s Civil Engineer /flU#a-Michelle C. ChaSe, P.E. Town Engineer • TO: TOWN TREASURER DATE: 5-16-19 SUBJECT: RELEASE OF PERFORMANCE BOND FILE#: 8720 At an officially called and posted meeting held on 5-16-19, the Planning Board voted to release $ IN FULL of the monies held by the Town to cover performance of work by developer otherwise known as Joseph Cardaropoli for Lot 7 Jasmine Lane. This amount is released for work accepted by the Agawam Planning Board. RELEASE IN FULL ~ ------ Planning Board Chairperson To: CC: From: Date: Subject: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street· Agawam, MA 01001 Tel (413) 821-0600· Fax (413) 821-0631 Christopher J. Golba· SupemtendeDt MEMORANDUM Building / Anderson Associates Planning / File Engineering Division June 6, 2019 As-Buih Grading Plan - 7 J&_ine Lane -Lot 7 Per your request, we have reviewed the plan eDtitle: " As-Built Grading Plan - 7 ]8!!T1line Lane -Lot 7, Agawam. MA; Prepared for: Joseph Cardaropolli; Prepared by: Anderson Associates, Land Surveyor, 375 Walnut Street Ext., Agawam. MA; Scale: 1" = 30'; Dated: May, 2019," and we approve the As- Buih Grading Plan. Engineering reserves the right to make additional comments as new information is submitted. Please, do not hesitate to contact our division with any questions or comments. Sincerely, #~'e~- Vladimir CAceres Civil Engineer #UJ1C1... Michelle C. Chase, P .E. Town Engineer To: CC: From: Date: Subject: • • TOWN OF AGAWAM Department of Public Works PllIIIDing Board File 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fu (413) 821 0631 Christopher J. Golba • Supen.teudent MEMORANDUM Engineering Division May 16,2019 Bond Release for Lot 7 - 7 Jasmine Lane Per your request, Engineering performed an inspection at 7 Jasmine Lane • Lot 7; and we have the following comments: 1. The two Shade ~ are missing The developer sball be responsible for proving and maintaining two shade~. 2. The as built grading plan hasn't been provided. -The IL'I built grading plan must be approved by Engineering Division before the certificate of occupancy is issued. Engineering reserves the right to make additional comments IL'I neW information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, 11~~' Vladimir Caceres Civil Engineer ,,"""""'-_. ~ pbo &. _\Jot 7·7 joaDD Inlbcod _!br lot 7.doc ,flLuiCL Michelle C. Chase, P.E. Town Engineer • • Town of Agawam Interoffice Memorandum To: CC: From: Date: Subject: Engineering Department Planning Board 5/8/19 Bond Release Mr. Cardaropoli is requesting a bond release for Lot 7 Jasmine Lane. Please make your recommondation before the Planning Board's May 16, 2019 meeting. Thank you, Amanda FROII THE DESK OF •.• AMANDA BOISSONNEAULT ADMINISTRATIVE ASSISTANT TOINN OF AGAWAM 36 MAIN ST AGAWAM. MA01001 aboissonneault@agawam.ma.us 413-786·0400 X 8739 Fax: 413-786-9927 Joseph Cardaropoli 78 Meadow Street • Agawam, Massachusetts 01001 May 8, 2019 Town of Agawam Planning Board 36 Main Street Agawam, Massachusetts 01001 Dear Planning Board Members: • I am requesting a bond release for Lot 7 Jasmine Lane. I received a CO on May 8, 2019. Thank. you, ;:TO S-ef~ Joseph Cardaropoli • • TO: TOWN TREASURER DATE: 5-17-1&L' : ,-, F>f 2: ?'. SUBJECT: RELEASE OF PERFORMANCE ROND FILE #: 8720 At an officially called and posted meeting held on 5-17-18, the Planning Board voted to release $ IN FULL of the monies held by the Town to cover performance of work by developer otherwise known as IosifKot for Lot 2 Jasmine Lane. This amount is released for work accepted by the Agawam Planning Board. RELEASE: C/1------ Plarming Board Chairperson To: CC: From: Date: S.bjeet: • • TOWN OF AGAWAM Department of Public Works Planning Board File 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 CluiJtopler J. Golba • Superintendent MEMORANDUM Engineering Division May I, 2018 Bond Release for Lot 2 -121asmine Lane Per your request, Engineering performed an inspection at 12 Jasmine Lane for Lot 2. The developer has completed the required work for this Lot Engineering recommend full release oftbe bond for this Lot If you have any questions please do not hesitate to contact this division. Sincerely, u~ e~.- Vladimir Caceres lfI.L" ; Michelle C. C P.E. -- Civil Engineer Town Engineer o:lIubdMoooper _ • ....-_." Io! 2.doc: • • Town of Agawam Interoffice Memorandum To: CC: From: Date: Subject: Engineering Department Planning Board 4/24/18 Bond Release -12 Jasmine Lane Mr. Kot has requested a bond release on 12 Jasmine Lane. Please provide your comments prior to the Board's May 3rd meeting. Thank you. :prk FROM THE DESK OF ••• YOUR NAME TITLE TOWN OF AGAWAM 36 MAIN ST AGAWAM. MA 01001 Email address Here 413-786·0400 X Extension Fax: 413·786·9927 • April 24, 2018 Agawam Planning Board 36 Main Street Agawam, MA 01001 Dear Board Members: IosifKot 12 Jasmine Lane AgawamMA 01001 I hereby request a bond release on 12 Jasmine Lane. • • _. __ ._-----.. -... -. • TOWN OF AGAWAM Department of Public Works 1000 Suftleld Street • Agawam, MA 01001 Tel (413) 821-0600· Fax (413) 821-0631 Christopher J. Golba· Superintendent To: MEMORANDUM Building I Anderson Associates CC: Planning I File From: Engineering Division Date: Apri14,2018 Subject: As-Built Gtading Plan -Lot 2 -# 12 J8!11T1jne Lane Per your request, we have reviewed the plan entitle: "As-Built Gtading Plan -Lot 2 -12 Jasmine Lane, Agawam, MA; Prepared for: Joseph Kot; Prepared by: Anderson Associates, Land Surveyor, 375 Walnut Street Ext, Agawam, MA; Scale: 1" = 40'; Dated: March 2018," and we approve the as-built grading plan. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, 1/ ~ ei4",. - Vladjmjr C8ceres Civil Engineer ~c7~ Michael F. Albro, P.E. Assistant Town Engineer J! ; r , , , , " " .' ~ , , , , , I ~ • • ~ I i • ~ / 1 I I. I "I ii I. _ Iff'< 'f'<IfMIf'J1f If l lOl CJOeJ Nlfld 'JNIOIfCJ'J I I I I , ---\ ~ I I I = I I z < ~ ~ I z I - ~ i I 1 f .. lti! . , II ! i~ II HI -., I f II '-J Ii 11!1 f! JI!I I h'i. . - I ,!:Il, .• 'I . I~"-:; .. :::~! I Il"i" I l '. J~f I: JI''-1 i'il'f! II! 11 I • PARTIAL RELEASE OF COVENANT Lot 7 JASMINE LANE • This is to certify that the Agawam Planning Board has released Lot 7 as shown on a Defmitive Plan entitled "Kot Development", plans drawn by Anderson Associates and dated January, 2013, revised 12-5-13. Said plans being recorded in the Hampden County Registry of Deeds, said lots being subject to the provisions of a Covenant dated 8/9/16, given by Irina Kot to the Town of Agawam, said covenant being recorded in the Hampden County Registry of Deeds, Book 21307 Page 343. AGAWAM PLANNING BOARD ~/ Witness DATED: Marcb \ t aall COMMONWEALTH OF MASSACHUSETTS Hampden, ss. . :st" I'" On thiS L day of 20 k before me, the undersigned notary public, personally appeared ¥... \ ~ Hf(\((}.(} proved to me through satisfactory evidenc 0 identification, which was personal knowledge, to be the person whose name is signed on the preceding document, and :ss:: [1-'" '::' ho 'i~", " "I~mrily fm ",,"'''' P"'l""" ~ ";- cc: Building Inspector vf'\le -:ft ~ 7 aD Town Clerk 1 ~C:J (,n :tE r" ~b r.'1 ~:~~~~~~:j .:-Z:-D :71 .:x: .~ ::l:v' r:-? J;:.. c. ':I) • • PERFORMANCE AGREEMENT LOT 7 Jasmine Lane THIS AGREEMENT made by and between Joseph Cardaropoli, an individual, hereinafter called the DEVELOPER, having a usual place of business at 78 Meadow Street, Agawam, Massachusetts OIOOland the Town of Agawam, Massachusetts, a municipal corporation having a usual place of business at 36 Main Street, Agawam, Massachusetts 01001 , acting through its Planning Board, hereinafter called the TOWN; witnesseth: WHEREAS, the DEVELOPER desires to carry out the development of lot 7 as shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETTS DEVELOPED BY VADIM KOT 534 UNION STREET, WEST SPRINGFIELD, MA Plans Prepared By Anderson Associates DATE: January, 2013, revised 12/5/13 HCRD BOOK 369 PAGE 2 A)'[D WHEREAS, on November 7, 2013, the PLANNING BOARD of the TOWN endorsed plans entitled: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETTS DA TE: January, 2013, revised 12/511 3 NOW, THEREFORE, in consideration of the approval of the definitive Plans by said TOWN, providing for the construction of ways, clearing, grading and installation of municipal services to the above mentioned lots; the DEVELOPER hereby agrees to perform the required improvements in accordance with the "Rules and Regulations of the Planning Board as it Refers to Subdivision Control", as amended, and to construct the following items of work in a manner satisfactory to the TOWN: CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of "Rules and Regulations of the Planning Board as it Refers to Subdivision Control", amended March 7,1974, is hereby supplemented by the following descriptions, modifications, additions and deletions. These Construction Standards and Required Improvements shall prevail over those published in Section V and the Definitive Plans only where there is a discrepancy, and where the Town Engineer determines that these Construction Standards are more stringent. Wherever the term "Massachusetts Standard Specifications" is used it shall refer to "The Commonwealth of Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed., including the latest Supplemental Specifications. The term "Town Engineer" shall mean the Agawam Town Engineer) acting directly or through an authorized representative, such representative acting within the scope of the particular duties entrusted to him. The DEVELOPER shall notifY the TOWN through its Department of Public Works in writing at least forty-eight (48) hours in advance of the time when he plans to begin work on any of the improvements required by this Agreement. Failure on the part of the DEVELOPER to provide such notification shall be cause for the TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to insure that the work has been done in a satisfactory manner. ~.'. ~J • • A. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway of such width as is shown on the Definitive Plans. The gravel subbase and base courses shall consist of a 6 inch gravel subbase and 2 inch processed gravel base conforming to Massachusetts Standard Specifications M1.03.0 Type b, and M1.03.l respectively, and said courses shall be wider by 3 inches on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall be 2 inches thick laid in two (2) courses I inch each, and shall conform to the applicable requirements of Section 701 of the Massachusetts Standard specifications. Treebelts shall be constructed on both sides of the roadway to the width indicated on the Definitive Plans. Loam meeting the requirements of Massachusetts Standard Specifications M1.05.0 shall be placed to a minimum compacted depth of 6 inches. The DEVELOPER shall submit samples of the loam to the Town Engineer for analysis and determination ofthe amount oflime and fertilizer required. The work shall conform to Section 760 of the Massachusetts Standard Specifications, and the grass seed shall meet the requirements ofM6.03.0. A copy of the seed certificate shall be submitted to the Town Engineer. The treebelts shall be watered, reworked, and reseeded as necessary to develop a satisfactory stand of grass. PERFORMANCE GUARANTEE: The DEVELOPER shall furnish to the Town a Performance Guarantee in the amount of$3,950 in the fottn of a proper bond; deposit of money, or negotiable securities; or irrevocable credit secured by the first mortgage to guarantee to the TOWN the faithful perfottnance by the DEVELOPER within one (1) year arter the date or this Agreement, or any extension thereof, of all work required herein. The DEVELOPER shall also repair, to the satisfaction of the TOWN, any damage to or failure of any completed work which may occur during the term of this Agreement. Any surety accepted by the TOWN under this Agreement must satisfactorily protect the TOWN'S interest, and said determination shall be made by the Town Treasurer. It is expressly understood and agreed by the parties that any and all security required under the Performance Guarantee will be applied as damages for the benefit of the TOWN for failure of the DEVELOPER to satisfactorily complete its obligation hereunder; and its is further understood and agreed by the parties that the TOWN specifically reserves its right to seek any additional damages incurred by the TOWN and not fully protected by the security under the Perfottnance Guarantee. If the DEVELOPER fails to perform Ihe work within the time specified and in accordance with the tettnS oflhis Agreement or, in the event that the DEVELOPER shall not satis/)' all claims and demands incurred in connection with said improvements and work as herein specified, the DEVELOPER shall pay to the TOWN an amount of money which will equal the measure of damages sustained by the TOWN as a result of the failure to perform the work. The measure of damages shall be established by determining the lowest reasonable cost to complete the work unfinished plus reasonable administrative expenses, attorney's fees and legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN need not expend any funds to establish the said measure of damages, said measure of damages to be established by reasonable estimate to complete the said work plus the said administrative expenses, attorney's fees and legal costs herein mentioned. The DEVELOPER further warrants that all work done under this Agreement will be performed and completed in a workmanlike manner, and that the said work will be fit for the use intended. • • NOTIFICATION OF COMPLETION: Upon completion of all work required herein, the DEVELOPER shall notifY the TOWN, by registered mail sent to both the Town Clerk and the Planning Board, that the work is ready for final inspection with respect to the release of the Performance Guarantee. Release of the Performance Guarantee is contingent upon all work being completed in accordance with the Construction Standards and Required Improvements included herein. IN WITNESS WHEREOF, this instrument is exe~ in four (4) counter parts, each one of which shall be deemed an original this the l :;~ day of ern , 20~. ATTEST: DEVELOPER: JOSEPH CARDAROPOLI ~/i twitness) :J By ;::roS<P ~ Ctv-c:/,:w-pjJo I ; JOSEPH CAkDAROPOLI, an indiviAual TOWN: TOWN OF AGAWAM, MASSACHUSETTS PLANNING BOARD ~ ... DATE: March APPROVED AS TO FORM: To: cc: From: Date: Subjeet: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821-0600· Fax (413) 821-0631 Christopher J. Golba· Superintendent MEMORANDUM Building I Anderson AsIIociates Planning I File Engineering Division Febnwy 16,2018 Grading PIan -7 Jasmine Lane -Lot 7 Per your request, we have reviewed the plan entitle: "Grading PIan - 7 Jasmine Lane -Lot 7, Agawam, MA; Prepared for: Joseph Cardaropolli; PJepared by: Anderson Associates, Land Surveyor, 375 Walnut Street Ext., Agawam, MA; Scale: 1" -30'; Dated: February, 2018," and we approve the Grading PIan. Engineering reserves the right to make additional comments as new information is submitted. Please, do not hesitate to contact our division with any questions or comments. Sincerely, ~.'e~. Vladimir C6ceres tf£L/£CL~ Michelle C. Chase, P.E. Civil Fngineer Town Engineer ~~! , , , , , I ., .' ~ 1 , " I , , I ! I , . • 1 i / 't '11i~d -' J. • .• '11'/ 'V'!'1M'1Q'1 L 101 <l0.:! N'11d QNIG'1<lQ \ • ~ I I d I it 1 1 I ,I:!I, ",~.oIJ: j~~~U jl !1101 ,'( jl It ';o fib" i • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 February 28, 2018 Planning Board Town of Agawam 36 Main Street Agawam, MA 01001 Dear Planning Board Members: Tel. 413-726-9712 Fax 413-786-9927 Please be advised the Treasurer's office is in receipt ofa deposit in the amount of$3.950.00 From Joseph Cardaropoli. Said deposit in the amount of$3,950.00 each represent the performance bonds for 7 Jasmin Lane. ~e~. ~ ruly yours, /J~ ;Itw( ILt:ft2WL-t"~rel Placzek J treasurer-Collector, Town of Agawam • PARTIAL RELEASE OF COVENANT Lot 2 JASMINE LANE • This is to certifY that the Agawam Planning Board has released Lot 2 as shown on a Definitive Plan entitled "Kot Development", plans drawn by Anderson Associates and dated January, 2013, revised 12-5-13. Said plans being recorded in the Hampden County Registry of Deeds, said lots being subject to the provisions of a Covenant dated 8/9116, given by Irina Kot to the Town of Agawam, said covenant being recorded in the Hampden County Registry of Deeds, Book 21307 Page 343. AGAWAM PLANNING BOARD DATED: COMMONWEALTH 01 Hampden, ss. On this ~ day of~:¥:,---';-!--,.;c:o public, personally appeared ,-L--11,.Ol...-,-,,--'-'-IJ.l-l..J..U..q proved to me through satisfactory evidence knowledge, to be the erson whose name is sig) t~wledgF to m at h~ sign:d it voluntarily f. Notary ublic cc: Building Inspector File Town Clerk J3roK J\U~~ rClCf 33 '~' VINCENT F. GI05CIA . " Notary D..;r:llr '" . ' EAUH .or M.\~~~C~US£TTS My CommtSSlQCl ~),pites December 7, 2018 • I • • PERFORMANCE AGREEMENT LOT 2 Jasmine Lane THIS AGREEMENT made by and between Iosif Kot, an individual, hereinafter called the DEVELOPER, having a usual place of business at 26 Jasmine Lane, Agawam, Massachusetts OIOOIand the Town of Agawam, Massachusetts, a municipal corporation having a usual place of business at 36 Main Street, Agawam, Massachusetts 01001 , acting through its Planning Board, hereinafter called the TOWN; witnesseth: WHEREAS, the DEVELOPER desires to carry out the development of lot 2 as shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETTS DEVELOPED BY VADIM KOT 534 UNION STREET, WEST SPRINGFIELD, MA Plans Prepared By Anderson Associates DATE: January, 2013, revised 12/5/13 HCRD BOOK PAGE AND WHEREAS, on November 7, 2013, the PLANNING BOARD of the TOWN endorsed plans entitled: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETTS DATE: January, 2013, revised 12/5/13 NOW, THEREFORE, in consideration of the approval of the defmitive Plans by said TOWN, providing for the construction of ways, clearing, grading and installation of municipal services to the above mentioned lots; the DEVELOPER hereby agrees to perform the required improvements in accordance with the "Rules and Regulations ofthe Planning Board as it Refers to Subdivision Control", as amended, and to construct the following items of work in a manner satisfactory to the TOWN: CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of "Rules and Regulations of the Planning Board as it Refers to Subdivision Control", amended March 7, 1974, is hereby supplemented by the following descriptions, modifications, additions and deletions. These Construction Standards and Required Improvements shall prevail over those published in Section V and the Defmitive Plans only where there is a discrepancy, and where the Town Engineer determines that these Construction Standards are more stringent. Wherever the term "Massachusetts Standard Specifications" is used it shall refer to "The Commonwealth of Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed., including the latest Supplemental Specifications. The term "Town Engineer" shall mean the Agawam Town Engineer, acting directly or through an authorized representative, such representative acting within the scope of the particular duties entrusted to him. The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least forty-eight (48) hours in advance of the time when he plans to begin work on any of the improvements required by this Agreement. Failure on the part of the DEVELOPER to provide such notification shall be cause for the TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to insure that the work has been done in a satisfactory manner. • • A. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway of such width as is shown on the Defmitive Plans. The gravel subbase and base courses shall consist of a 6 inch gravel subbase and 2 inch processed gravel base confonning to Massachusetts Standard Specifications M1.03.0 Type b, and M1.03.1 respectively, and said courses shall be wider by 3 inches on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall be 2 inches thick laid in fWO (2) courses I inch each, and shall confonn to the applicable requirements of Section 701 of the Massachusetts Standard specifications. Treebelts shall be constructed on both sides of the roadway to the width indicated on the Defmitive Plans. Loam meeting the requirements of Massachusetts Standard Specifications M 1.05.0 shall be placed to a minimum compacted depth of6 inches. The DEVELOPER shall submit samples of the loam to the Town Engineer for analysis and detennination of the amount oflime and fertilizer required. The work shall confonn to Section 760 of the Massachusetts Standard Specifications, and the grass seed shall meet the requirements ofM6.03.0. A copy of the seed certificate shall be submitted to the Town Engineer. The treebelts shall be watered, reworked, and reseeded as necessary to develop a satisfactory stand of grass. PERFORMANCE GUARANTEE: The DEVELOPER shall furnish to the Town a Perfonnance Guarantee in the amount of$3,950 in the fonn of a proper bond; deposit of money, or negotiable securities; or irrevocable credit secured by the first mortgage to guarantee to the TOWN the faithful perfonnance by the DEVELOPER within one (I) year after the date of this Agreement, or any extension thereof, of all work required herein. The DEVELOPER shall also repair, to the satisfaction of the TOWN, any damage to or failure of any completed work which may occur during the tenn of this Agreement. Any surety accepted by the TOWN under this Agreement must satisfactorily protect the TOWN'S interest, and said detennination shall be made by the Town Treasurer. It is expressly understood and agreed by the parties that any and all security required under the Perfonnance Guarantee will be applied as damages for the benefit of the TOWN for failure of the DEVELOPER to satisfactorily complete its obligation hereunder; and its is further understood and agreed by the parties that the TOWN specifically reserves its right to seek any additional damages incurred by the TOWN and not fully protected by the security under the Perfonnance Guarantee. Ifthe DEVELOPER fails to perfonn the work within the time specified and in accordance with the tenns of this Agreement or, in the event that the DEVELOPER shall not satisfY all claims and demands incurred in connection with said improvements and work as herein specified, the DEVELOPER shall pay to the TOWN an amount of money which will equal the measure of damages sustained by the TOWN as a result ofthe failure to perfonn the work. The measure of damages shall be established by detennining the lowest reasonable cost to complete the work unfinished plus reasonable administrative expenses, attorney's fees and legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN need not expend any funds to establish the said measure of damages, said measure of damages to be established by reasonable estimate to complete the said work plus the said administrative expenses, attorney's fees and legal costs herein mentioned. The DEVELOPER further warrants that all work done under this Agreement will be perfonned and completed in a workmanlike marmer, and that the said work will be fit for the use intended. • • NOTIFICATION OF COMPLETION: Upon completion of all work required herein, the DEVELOPER shall notil)-the TOWN, by registered mail sent to both the Town Clerk and the Planning Board, that the work is ready for final inspection with respect to the release of the Performance Guarantee. Release of the Performance Guarantee is contingent upon all work being completed in accordance with the Construction Standards and Required Improvements included herein. IN WITNESS WHEREOF, this instrument is exec our (4) counter parts, each one of which shall be deemed an original this the & tf... day of1~'fl-l-____ .' 20Q. ATTEST: DEVELOPER: JOSEPHKOT Azt --'--7 (W ilness) ........:.;;;- A EST: TOWN: TOWN OF AGAWAM, MASSACHUSETTS DATE: APPROVED AS TO FORM: TOWN COUNSEL • • RELEASE OF COVENANT This is to certifY that the Agawam Planning Board has released Lot 2 as shown on a Definitive Plan entitled "Kot Development", plans drawn by Anderson Associates and dated January, 2013, revised 12-5-13. Said plans being recorded in the Hampden County Registry of Deeds, said lots being subject to the provisions of a Covenant dated 8/9/16, given by Irina Kot to the Town of Agawam, said covenant being recorded in the Hampden County Registry of Deeds, Book, Page AG~BOARD • Hampden cc Commonwealth of Massachusetts The!} versonally appeared tAe apove named, may/( ,e. ~/e,,~~v/o.5, t/,Clk-f £. &YbJIII . /J, ~()It<) /dn:;I;/-fi members of the Agawam Il ing Board and acknowledge the foregoing to be their free act and deed before me. Notary Pubh My Commission expires: a. -'/ _ a>1 ~ • • March 24, 2017 Planning Board Town of Agawam 36 Main Street Agawam, MA 01001 Dear Planning Board Members: Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-726-9712 Fax 413-786-9927 Please be advised the Treasurer's office is in receipt ofadeposit in the amount of$3.950.00 From Joseph Kot. Said deposits in the amount of $3,950.00 each represent the performance bonds for 12 Jasmin Lane. Iy yours, "rei p""f[ ~t<--- Treasurer-Collector, Town of Agawam • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Ext. 8712 Fax 413-726-2826 DEMAND FOR PAYMENT September 12,2016 Mr. Joseph V. Kot 26 Jasmine Lane Agawam, MA 01001 HAND DELIVERED Dear Mr. Kot, Demand for reimbursement is being made upon you for the repayment of funds received from TDBank for Kot Realty. On August 29,2016, you appeared in the Treasurer's Office at the Town of Agawam representing yourself as working on behalf ofKot Realty. Upon presentation of the Release of Performance Bond at TDBank, a check was made to you in the amount of$61,060.13 which you accepted on behalf of Kot Realty. This office received further inquiries from Kot Realty, stating that you were not acting on their behalf. I telephoned you on August 30<1> and asked you to return the check to the Town of Agawam. You said you would return the check. We have not heard from you since that time. DEMAND is now being made that you return the funds to the Town of Agawam immediately. If payment is not received within ten (10) days, we will take further legal action to collect this debt. Laurel Placzek From: Sent: To: Cc: Subject: • Pamela Kerr Monday, August 29, 2016 12:37 PM Laurel Placze~ Marc Strange Kat • Hi Laurel-I wanted to give you a "heads up" that one of the Kat's will be coming in to see you regarding the bond release on Vadim's subdivision. I brought the original bond release form to you rather than send it to them so that you can work with the bank on releaSing the money. Let me know if you need anything from me. Thank you. pam Pamela R. Kerr Administrative Assistant OffIce of Planning & Community Development 413 786-0400, ext. 8737 413726-9737 (direct) Fax 788-9927 1 TO: TOWN TREASURER DATE: 8-18-16 SUBJECT: RELEASE OF PERFORMANCE BOND FILE#: 8720 At an officially called and posted meeting held on 8-18-16, the Planning Board voted to release $ IN FULL of the monies held by the Town to cover performance of work by developer otherwise known as Kot Realty for project Jasmine Lane. This amount is released for work accepted by the Agawam Planning Board. HOLDING: $61,000 ~ RELEASE: $IN FULL ~-- Planning Board Chairperson TO: TOWN TREASURER DATE: 8-18-16 SUBJECT: PERFORMANCE BOND File #: 8720 lib At an officially called and posted meeting held on 8-18-16, the Planning Board voted l..\ -0 in favor of setting $3,950.00 per lot as the amount required to be filed with the Town Treasurer to cover performance for a period of two years by Kot Realty otherwise known as developer for project known as Jasmine Lane. This is to cover lots 2, 5 & 7 individually. The Board reserves the right to review the bond amount at the /~--- • • TO: TOWN TREASURER DATE: 8·18·16 SUBJECT: RELEASE OF PERFORMANCE BOND FILE #: 8720 At an officially called and posted meeting held on 8·18·16, the Planning Board voted to release $ IN FULL of the monies held by the Town to cover performance of work by developer otherwise known as Kot Realty for project Jasmine Lane. This amount is released for work accepted by the Agawam Planning Board. RELEASE: $IN FULL 'L- Planning Board Chairperson "" = c;; ):>0 t.= G",) , TV \D , ::-. -', ::.<: -,C " .;:-'\ ., < ... J C) ~ f71 , f TO: TOWN TREASURER DATE: 8-18-16 SUBJECT: PERFORMANCE BOND FILE#: 8720 i} At an officially called and posted meeting held on 8-18-16, the Planning Board voted L.\ -0 in favor of setting $3,950.00 per lot as the amount required to be filed with the Town Treasurer to cover performance for a period of two years by Kot Realty otherwise known as developer for project known as Jasmine Lane. This is to cover lots # 2, 5 & 7 individually. The Board reserves the right to review the bond amount at the time the applicant desires to post security. Planning Board Chairperson • • Bk 21307 Ps343 .47127 08-12-2016 @ 10:23a COVENANT The undersigned, Kot Realty, hereinafter called the "Covenantor", having submitted to the Planning Board of the Town of Agawam a definitive plan of a subdivision entitled Kot Development and particularly lots 2, 5 and 7 does hereby covenant and agree with said Planning Board and the successors in office of said Board, pursuant to General Laws (Terr.Ed.) C. 41, Section 81 U, as amended that: I. 2. 3. 4. The Covenantor is the owner ofrecord of the premises shown on said plan. This Covenant shall run with the land and be binding upon the executors, administrators, heirs and assigns of the Covenantor, and their successors in title to the premises on said plan. The construction of ways and the installation of municipal services shall be provided to serve any lots in accordance with the applicable rules and regulations of said board before such lot may be built upon or conveyed, other than by mortgage deed, provided that a mortgagee who acquires title to the mortgaged premises by foreclosure, or otherwise, and any such lot subject only to the portion of this Covenant which provides that no lot so sold shall be built upon until such ways and services have been provided to serve such lot; provided however, that prior to release of a lot or lots to be built upon or conveyed, the Board may require a deposit of money sufficient in the opinion of the Board to secure final completion of ways and services required for the lots in the subdivision, as shown on said definitive plans. Nothing herein shall be deemed to prohibit a conveyance subject to this covenant by a single deed of the entire parcel of land shown on the subdivision plan of all lots not previously released by the Planning Board, without first providing such ways and services. 5. This Covenant shall take effect upon approval of said plans. 6. Reference to this covenant shall be entered upon said plans and this Covenant shall be recorded when said plan is recorded. EXECUTED AS A SEALED INSTRUMENT THIS By hR~~~~ Irina t, Kot Realty Date COMMONWEALTH OF MASSACHUSETTS Hampden, ss ~ On this qi+--day of ~~ ,2.D.lJ,Q" before me, the undersigned notary public, personally appeared . 1<.t:rt: ' proved to me through satisfactory evidence of identification to be the person whose name is signed on the preceding or attached do ument, and acknowledged to me that he/she signed it voluntarily for its stated My Commission Expires JUSTIN CROSS l~/"'l '-~";-'EP DONALD E. ASHE:, Rr':~;':I~ I • . n"~ '~P" 0' DOEDS NOlary Public MassachuseUs HAMPDEN COUNTY 1'["J!~ n t '. c 'T" , IT' oocl0 E WESTFIELD , SA tLL, i t '1 r V CommiSSion Expires Sep 11, 2020 • • 2016 AUG 12 AN 9: on \jJ COVENANT The undersigned, Kot Realty, hereinafter called the "Covenantor", having submitted to the Planning Board of the Town of Agawam a definitive plan of a subdivision entitled Kot Development and particularly lots 2, 5 and 7 does hereby covenant and agree with said Planning Board and the successors in office of said Board, pursuant to General Laws (Terr. Ed. ) C. 41, Section 81 U, as amended that: 1. The Covenantor is the owner of record of the premises shown on said plan. 2. This Covenant shall run with the land and be binding upon the executors, administrators, heirs and assigns ofthe Covenantor, and their successors in title to the premises on said plan. 3. The construction of ways and the installation of municipal services shall be provided to serve any lots in accordance with the applicable rules and regulations of said board before such lot may be built upon or conveyed, other than by mortgage deed, provided that a mortgagee who acquires title to the mortgaged premises by foreclosure, or otherwise, and any such lot subject only to the portion of this Covenant which provides that no lot so sold shall be built upon until such ways and services have been provided to serve such lot; provided however, that prior to release of a lot or lots to be built upon or conveyed, the Board may require a deposit of money sufficient in the opinion of the Board to secure final completion of ways and services required for the lots in the subdivision, as shown on said definitive plans. 4. Nothing herein shall be deemed to prohibit a conveyance subject to this covenant by a single deed of the entire parcel ofland shown on the subdivision plan of all lots not previously released by the Planning Board, without first providing such ways and servIces. 5. This Covenant shall take effect upon approval of said plans. 6. Reference to this covenant shall be entered upon said plans and this Covenant shall be recorded when said plan is recorded. EXECUTED AS A SEALED INSTRUMENT THIS By lKW~~~ Irina t, Kot Realty Date COMMONWEALTH OF MASSACHUSETTS Hampden, ss ~ On thisqtf-.-day of ~;;t ,2.D..l..12., before me, the undersigned notary public, personally appearedKot ' proved to me through satisfactory evidence of identification to be the person whose name is signed on the preceding or attached do ument, and acknowledged to me that he/she signed it voluntarily for its stated lie j Us1JACmSJ My Commission Expires ~ '"".~" '" ".~ Notary Public ~. Massachusett& ~ Commission E,pi," S.p 11. 2020 To: CC: From: Date: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopber J. Golba • Superintendent Planning I Anderson Associates File Engineering Division July 28,2016 MEMORANDUM Subject: Bond Release -Jasmine Lane -Subdivision On July 28, 2016; Engineering performed an inspection of Jasmine Lane and all required items have been completed. Engineering recommends releasing the bond. However, we have the following comment: 1. Building lot bonds in the amount of $3,950.00 per lot are to be set for all uncompleted vacant lots. There are currently 3 vacant lots: 2, 5 and 7 in the subdivision. Please see section 159-7 H (5) of Town code. If you have any questions please do not hesitate to contact this division. Sincerely, -d4z GUa4V Vladimir Cliceres Civil Engineer fJtdLteL. Michelle C. Chase, P.E. Town Engineer " Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Bond Release -Jasmine Lane DATE: August 9, 2016 Mr. Joseph Kot, on behalf of Va dim Kot, has requested a full release of bond on Jasmine Lane. Please submit your recommendation prior to the Board's August 18th meeting. Thank you. prk • August 8, 2016 Agawam Planning Board 26 Main Street Agawam, MA 01001 Dear Board Members: • On behalf of Va dim Kot, I hereby request a full release of bond on Jasmine Lane. A Covenant will be signed on the three vacant lots (2, 5 & 7). Sincerely, Joseph Kot (father) ~I/~(- Pamela Kerr From: Sent: To: Subject: Attachments: Helio! • Vladimir Caceres Tuesday, July 12, 2016 8:50 AM Pamela Kerr Bond Release -Jasmine Lane -Subdivision Memo 4.pdf • See attached memo. Also, the water easement need to be recorded in the registry of deeds for Jasmine Lane subdivision. Vladimir 1 To: CC: From: Date: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 811 0600 • Fax (413) 811 0631 Cbristopber J. Golba • Superintendent Planning I Anderson Associates File Engineering Division July R, 2016 MEMORANDUM Subject: Bond Release -Jasmine Lane -Subdivision Per your request, on July 7, 2016; Engineering perfonned an inspection of the site and the following items remaining to be completed on Jasmine Lane: l. Building lot bonds in the amount of $3,950.00 per lot are to be set for all uncompleted vacant lots. There are currently 3 vllCllllt lots: 2, 5 and 7 in the subdivision. Please see section 159-7 H (S) of Town code. 2. The fence around the detention pond needs to be repaired. Locks are to be placed on the gates and keys supplied to the DPW and the homeowner. 3. The existing stop sign has to comply with MUTCD standards (RI·l 30" by 3Oj. The recroreflecti.vity for all highway signs is to be high intensity prismatic grade. 4. The developer needs to provide a minimum of 2 shade trees on lots: 6 and 7 are missing one tree. See attached Town Code. 5. Any remaining debris or materials on site from the construction of the subdivision will need to be removed and property disposed. 6. Filter fabric shall be removed from outlets and drywell in detention pond. 7. Silt fence and hay bales needs to be remove once vegetation is established nearby on site. Engineering reserves the right to make additional C(IT!1ments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ,t/~ ~_- Vladimjr caceres Civil Engineer /flUl/dA. Michelle C. ChaSe, P.E. Town Engineer CERTIFIED MAll® RECEIPT Domestic Mall Only CJ Postage ::r ~ ~tsIP(l $ U'} SentTo rt Cl Sfi&&im f'- Vadim Kot Kot Realty 534 Union Street West Springfield, MA 01089 Certified Mail service provides the following benefits: • A receipt (1:1115 portiG/l of the Cerfifted Md labell, b"an electtoffl: retan rect!pl, see a retaW • A un~ IOOnIifier for yoor mailpleoe. as.soclate tot assistl!lce.. 10 rece!Ye a OJpicate • ElectrofIIc verifk:ation at del/vefy or a~mpted lemm receipl.lor no additknIIl~, pres:e"\ ibiS deJi\o'efy usps®.~ Certif!6lj .... aiI receipt to tfie • A. record of delivel)' [rncludJng the rcelpient's leta'. associate. signature) that Is retaine(l by the Postal service'" ~ Re~trlt1ed deli<lery service, ~ plOYldes fOr a specified peTiod. oonrtry to ttle addressee sped1Ied by name, or to the addressee's authOrized agent Important Reminders: ~ Adult alg\ature service, 'Nhich reQUlrBSthe • You may purchase Certified Mall :seMel wilt! si~ to be at least 21 years 01 age (oot First-Class ~.FiI'$t-CiasS pact<age~, available at retai). or PriOrity Mai~ serv;;e.· ~ MJI\ sll:f\OlbJre resfJfcted defiyery serv«:e, which • Cerofttd Nan sel\'ice isootavliiabfofor rt!q\/IreS ttle Iiignee to beat /east 21 )'USot age internatiOnal mail. WId prollides deliYeryto the addressee speciIiIld • Irt$urance CtlWlrsge Is /lOr avai!abl& for purchase by name, or to the addressee's authorized agent. w1tt1 CertlfJed Mail serviCe. tiowt'Ial, the purchase (not available at retail), of CertIfied Mall service does not change the _ To ensure that your CertifIed Mall recelpt.1S insUMC8 coverage automatically induded with accepUld as legalllroof of mailing, f(&I\ookI beara certain Priority Mail items. USPS postmafiI:.11 ~ would like a ~ on • Rw" all addlOOrta! fee, and with a pnI/H't ~ Certified Mail ,eceJpf. pleaSe prerent your ~DR the mallplrce, ylllllJl8jlleques1: CrrtifJed Mail lrem at a Post Ofticr'" tor the fOllO~ seMces: postmaMng.1f you don't need a postmariton this • Return rectipt sel'lice, which provides a record ~rtil\ed Mail receipt. detach the barcOOed POrtion of del1~ary ~nc\uding the recipient'S Signature). oftfllS label, a1fb: it to the maUplece, apply You can request a hardcGpy rerum receiptor IIR appropriate postage, and deposit tile mailpiece. ele-ctrorW version. For a hardcapy relum receipt, COfnIlIe!e PS Fotm 3811, f)omeStic Rem Rei;'eipt; attach PS Form 3811 10 your mail¢ece; IllP01tTAtCP. SMlItUs I"eCIifC. "')'fIIII' ,.... PS Fonn 3800, Apri! 2015 ~} PSN 7S3<H}24:JO().OO.t7 • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 July 29, 2016 VadimKot Kot Realty 534 Union Street West Springfield, MA 01089 Dear Mr. Kot: Please be advised that the Perfonnance Agreement for Jasmine Lane will expire on September 4, 2016. The Planning Board will be discussing the status of this subdivision at their August 18, 2016 meeting. Attached is the most recent punch list dated July A written request for an extension must be submitted if you do not anticipate completion of all work items by the expiration date. If you have any questions, please contact this office at 786-0400, extension 8737. Sincerely, Mark R. Paleologopoulos, Chainnan AGAWAM PLANNING BOARD MRP:prk cc: Eng. Dept. TD Bank Town Clerk File Pamela Kerr From: Sent: To: SUbject: Attachments: Hello! • Vladimir Caceres Tuesday, July 12, 2016 8:50 AM Pamela Kerr Bond Release -Jasmine Lane -Subdivision Memo 4.pdf • See attached memo. Also, the water easement need to be recorded in the registry of deeds for Jasmine Lane subdivision. Vladimir 1 To: CC: From: Date: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam. MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Cbristopber J. Golba • Superintendent Planning I Anderson Associates File Engineering Division July e, 2016 MEMORANDUM Subject: Bond Release -Jasmine Lane -Subdivision Per your request, on July 7, 2016; Engineering performed an inspection of the site and the following items remaining to be completed on Jasmine Lane: 1. Building lot bonds in the amount of $3,950.00 per lot are to be set for all uncompleted vacant lots. There are currently 3 vacant lots: 2, 5 and 7 in the subdivision. Please see section 159-7 H (5) of Town code. 2. The fence around the detention pond needs to be repaired. Locks are to be placed on the gates and keys supplied to the DPW and the homeowner. 3. The existing stop sign has to comply with MUTCD standards (RI-I 30" by 30"). The retroreflectivity for all highway signs is to be high intensity prismatic grade. 4. The developer needs to provide a minimum of 2 shade trees on lots: 6 and 7 are missing one tree. See attached Town Code. 5. Any remaining debris or materials on site from the construction of the subdivision will need to be removed and property disposed. 6. Filter fabric shalI be removed from outlets and drywell in detention pond. 7. Silt fence and hay bales needs to be remove once vegetation is established nearby on site. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ,t/~ ~_~ Vladimir caceres Civil Engineer /flUua. Michelle C. ChaSe, P .E. Town Engineer • .. • • Pamela Kerr From: Vladimir Caceres Sent: Tuesday, July 12, 2016 8:50 AM To: Pamela Kerr Subject: Bond Release -Jasmine Lane -Subdivision Attachments: Memo 4.pdf Hello! See attached memo. Also, the water easement need to be recorded in the registry of deeds for Jasmine Lane subdivision. Vladimir 1 To: cc: From: Date: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J. Golba • Superintendent Planning I Anderson Associates File Engin......mg Division Julye, 2016 MEMORANDUM Subject: Bond Releaae -Jasmine Lane -Subdivision Per your request, on July 7, 2016; Enaineering performed an inspection of the site and the following items remaining to be completed on Jasmine Lane: 1. Building lot bonds in the amount of $3,950.00 per lot an: to be set for all uncompleted vacant lots. There are currently 3 vacant lots: 2. 5 and 7 in the subdivision. Pleaae see section 159-7 H (5) of Town code. 2. The fence around the detention pond needs to be repaired. Locks are to be placed on the gates and keys supplied to the DPW and the homeowner. 3. The existing stop sign has to comply with MUTCD standards (RIel 30" by 30"). The retroreflectivity for all highway signs is to be high intensity prismatic grade. 4. The developer needs to provide a minimum of 2 shade trees on lots: 6 and 7 are missing one tree. See attached Town Code. S. Any remajning debris or materials on site from the construction of the subdivision will need to be removed and property disposed. 6. Filter fabric shall be removed from outlets and ~11 in detention pond. 7. Silt fence and hay bales needs to be remove once vegetation is established nearby on site. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, 'I/~ ~_- Vladimir ~es Civil Engineer " ' •. ,;",j ":l.If" :" . ., .. -;"'~:' "'~"' ,';., 1_ '.'-:~". . 11;.' /flU//dZ. Michelle C. ChaSe, P.E. Town Engineer L TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821-0600· Fax (413) 821-0631 Christopher J. Golba • Superintendent To: CC: From: Date: MEMORANDUM Building Department 1 Anderson Associates Planning 1 File Engineering Division April 17,2015 Subject: As-Built Grading Plan -Certificate of Occupancy -# 17 Jasmine Lane -Lot 6 Per your request, we have reviewed the plan entitled: "As-Built Grading Plan -Lot 6 -17 Jasmine Lane, Agawam, MA; Prepared for: Seth Hooten; Prepared by: Anderson Associates, Land Surveyor, 375 Walnut Street Ext., Agawam, MA; Scale: I" = 30'; Revised: 4/0312015," and Engineering recommends approval of the Certificate of Occupancy under the condition that the property owner, Seth Hooten, agrees to complete the following tasks: I. Grade the property in accordance with the approved grading plans. 2. Loam and seed all disturbed areas after fina1 grading bas been completed. 3. Provide the existing grade of the top of the building foundation. 4. InstaJI proposed driveway. As per ollr memo dated April 10, 2015, the Engineeriltg Division has the foUowing olllStlllldillg co_nts which will be completed by the tleve/oper as]HUt of the SllbdIvision reqllirements: I. The proposed sidewalk needs to be installed. 2. Two shade trees need to be planted within 20 feet of the street line. Engineering reserves the right to make additional comments based on revisions made from the comments above and as new information is submitted. Please, do not hesitate to contact our division with any questions or comments. Sincerely, ~aMm. Vladimir Caceres Civil Engineer I ~£4.r- Town Engineer \ • • April 17, 2015 To Whom It May Concern: 1, Seth Hooten. and the owner and will be occupying 17 Jasmine Lane, Agawam. [ will be getting the property final gIBded, wi1h top soil and seed in 1he next few weeks. 1 am waiting on the developer of 1he street to put in 1he curbs and sidewalks, and I will then be able to put in a driveway. Regards, , ,. • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821-0600· Fax (413) 821-0631 Christopher J. Golba • Superintendent MEMORANDUM To: Anderson Associates File CC: From: Date: Subject: Engineering Division April 10, 2015 Grading Plan -# 17 Iasmine Lane -Lot 6 Per your request, we have reviewed the plan entitle: "As-Built Grading Plan -Lot 6 -17 Jasmine Lane, Agawam, MA; Prepared for: Seth Hooten; Prepared by: Anderson Associates, Land Surveyor, 375 Walnut Street Ext., Agawam, MA; Scale: I" = 30'; Revised: 4/03/2015," and we have the following comments: I. The proposed sidewalk and driveway need to be installed. 2. Two shade trees need to be planted within 20 feet of the street line. 3. The lot does not appear to be graded in accordance with the approved grading plans. Two low points were observed on the southern side of the property. 4. Loam and seed must be established after final grading has been completed. 5. Please show the existing grade of the top of the building foundation. Engineering reserves the right to make additional comments based on revisions made from the comments above and as new information is submitted. Please, do not hesitate to contact our division with any questions or comments. Sincerely, ~·t,*-.- Vladimir Caceres Civil Engineer I S:\SIJROI\'ICOOPHI. STR€F.T. K()'fI(iRADlNG PLAN A TF.STS\t(lT (\ .11 JASMINE LNME~O~ . "s-m;l1:r (iRAUlI'OG PLAN.1l0C .A;4l7 a/.b- Michael Albro, P.E. Assistant Town Engineer r Pamela Kerr From: Sent: To: Subject: Hey Pam, • Amanda Boissonneault Tuesday, April 12, 20164:05 PM Pamela Kerr Message • Irina Kot 413-561-6636 called with some questions about the bond for Jasmine Lane. I told her you would contact her tomorrow. Thanks! (/lmruula. ,/JobtoranArUdt Senior Clerk Town of Agawam Planning & Community Development Zoning Board of Appeals T: 413-726-9739 F: 413-786-9927 E: ABoissonneault@agawam.ma.us 1 • • CHECKING WITHDRAWAL IW Bank LX) C s <;eu I--1-0 ~ FI (e.t--tEc I-i WAIT'E:AMOOtJT IN FUl-L ON A.30'/E UNE ACCT. ~ IAccount8249119533 Amount 87,680.92 PostDate: 20151020 Tran_ID: 704415701 CheckNum: 0 DIN: 704415706 l ReturnReasonDescription: ECEltemSe Num: 318032276319 SOD 31 8032276451 115920 20151020000000008249119533 I ;Account: 8249119533 !Amount: 87,680.92 I PostDale: 20151020 I Tran_ID: 704415701 CheckNum: 0 DIN: 704415706 DDW_DEBIT MNELIS 000 Agawam 001 8 93003 3180 18 0052 318032276319120007 MULTI-TRAN I ReturnReasonDescription: i ECEltemSeqNum: 31803227631 9 f · • •• p[1 10: I· f , . TO: TOWN TREASURER DATE: 10-15-15 SUBJECT: RELEASE OF PERFORMANCE BOND FILE #: 8720 At an officially called and posted meeting held on 10-15-15, the Planning Board voted to release $87,500 of the monies held by the Town to cover performance of work by developer otherwise known as Kot Realty for project Jasmine Lane. This amo\lllt is released for work accepted by the Agawam Planning Board. HOLDING: $148,500 REMAINING: $61,000 .~ Planning Board Chairperson Bk 20455 Ps329 ~50405 10-08-2014 a 11=04a RELEASE OF COVENANT This is to certify that the Agawam Planning Board has released Lots 1 thru 7 as shown on a Definitive Plan entitled "Kot Development", plans drawn by Anderson Associates and dated January 2013, Revised 12/5/13. Said plans being recorded in the Hampden County Registry of Deeds, said lots being subject to the provisions of a Covenant dated December 10, 2013, given by Vadim Kot, Kot Realty to the Town of Agawam, said covenant being recorded in the Hampden County Registry of Deeds, Boo~", =yage • 0N:;I.J6 4t]d-. A7;ZoARD ~--- DATED: Hampden cc Cormrionwealth of Massachusetts Then per.son~ ~PFar~d th~ above n~ed, vY\O.vl< i:... &.It()to~ ()f'>v ~u51 u·"Aef t, ~\Jy-.AV\ I I n ((""-O&(c4r/~riiembers of the Agawam Planning Board and acknowledge the foregoing to be their free act and deed before me. cc: Town Clerk Building Inspector File ,/~~~~L-P.f;;4."-'T~--o ubli My Commission expires: K:.;c'Atd-d /J/.). -T/ler(!r/ x. DONALD E. ASHE , REGISTER HP.MPDEN COUNTY REGISTRY OF DEEDS jj(~MiS tlJNE22; 2018 \ TO: TOVVNTREASURER DATE: 10-15-15 SUBJECT: RELEASE OF PERFORMANCE BOND FILE #: 8720 At an officially called and posted meeting held on 10-15-15, the Planning Board voted to release $87,500 of the monies held by the Town to cover performance of work by developer otherwise known as Kot Realty for project Jasmine Lane. This amount is released for work accepted by the Agawam Planning Board. HOLDING: $148,500 $87,500 REMAINING: $61,000 ~ Planning Board Chairperson To: Cc: From: Date: Subject: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Chrilltopher J. Golba • Superintendent Planning Board File Engineering Division October 15,2015 MEMORANDUM Bond Setting -Jasmine Lane -Kot Per your request. we have calculated the bond amount for the remaining work to be completed at 1asmine Lane to be $61,000.00 (sixty one tbousand doBars). See attached bond amount calculation. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, N~~.~ Vladimir C6ceres . Civil Engineer I 1fkLJiCLt- Michelle C. Chase, P .E. Town Engineer • • BOND AMOUNT FOR JASMINE LN -OCTOBER '15 ~ ~ ITEM I UNIT CY l , Gil ""~ <t. EA SY JOl ROAD Ls 3 FT 60 •. Ull Ls "I 15 IMow ~ 13 1 ....,. ~ Ls 1 2i f& 24 IuIsc ,TO 13 I LS I IS I SllS.CO ilOOOO 11.25 SIOO.OO SlS.CO SlIlO.GO S2OO.1lO . $15.00 COST SS7l S3OO1 sm S4.l7l 1914 S9I 12,OOC i 1:1..400 Il,lOII sSOol S2OO/ SIS\ ~. S 1.902 1.290 1,lOO Sl.oool 1S.0001 TOTAL-~ 1.000 ~ IOJRRENT 90ND AMOUNT-$148,500 I To: cc: From: Date: SlIbject: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J. Golba • Superlntelldent MEMORANDUM Planning Board / Anderson Associates File Engineering Division October 15, 2015 Punch Ust for Jasmine Lane -Kot Per your request, Engineering has prepared the following punch list for the items remaining to be completed for Jasmine Lane -Kat. They include but are not limited to: 1. A utility easement needs to be established for the water main on Lot 1. This need to be completed as IIOOn as possible due to the potential costs the Town could incur. 2. Lots: 2, 5 & 7 arc still UDdeveloped. Sidewalks, tree belt and berm will need to be adjusted when the driveways arc installed. 3. Iron pins and concrete bounds need to be installed and eertlfaed by Rqlstered Land SVveyor. 4. The tree belt and cul-de-sac island may need to be re-secdcd if the grass is not estsblishcd before the winter. Also, all construction debris must be ranovcd from the right of way and all easements, 5, Offset bounds ere required when: they could not be installed due to the encroaching sidewalk. 6, The granite curbing shall be cut to meet DPW specifications in order to have a better transition with the HMA berm, See attached details, 7, The dcvelopel" needs to provide a minimum of 2 shade trees on Lots: 2, 5, 6 and 7. Sec attached Town Code. 8. A stop sign and stop bar need to be installed at the Copper Street intersection. 9. Please cut all low handing branches from the trees in the sight distance eascmcut on Lot I IS shown on plans. 10. A street light needs to be installed. II. The hoods in the catch basins need to be installed. 12. The developer shall sweep the street and clean the catch basins and stormceptor before final bond release. 13. The detention pond and drainage casement needs to be mowed before final bond release. 14. The fence around the detention pond needs to be repaired and keys to the gate supplied to the DPW and the homeowner. IS. The slope of the land located just off of the back of sidewalk between Lots 4 and 5 needs to be re- graded to a safe and maintainable pitch. 16. The sidcw1llk and crosswalk on Cooper Street needs to be installed. • • 17. The existing sidewalk on the northwest side of the driveway fOl' Lot 5 ~ the minimum croes- slope of2% allowed by ADAlAAB standards. (3 panels) Engineering reserves the right to add items to this punch list if approved items are discovered damaged priOI' to the release of the bond. If you have any questions please do not hesitate to contact this division. Sincerely, ;z/~ ead"..~ Vladimir caceres Civil Engineer Michelle C. Chase, P.E. Town Engineer • Chapter 159. SUBDMSION OF LAND Article V. Construction Standards and Required Improvements § 159-26. Shade trees. • Town of Agawam, MA Thursday, October 15, 2015 Do.. The developer shall be n:sponsible for providing, planting and maiDtaining through one full yar two living healthy trees or their substitutes per lot. Such trees shall be 2.5 inches minimum in diameter, balled and bmlapped and planted in season and subject to direction of the Tree Warden. Types of trees shall be selected from a list available from the Planning Board which shall include native and hardy species readily available locally. Q... On each lot two shade trees shaH be planted within 20 feet of the street line and located so as not to oonflict with underground utilities and sight distances. On places at the discn:tion of the Tree Warden, shade trees may be planted on the tree belt within the street right-of-way. I L • • ~------------------------------------------------~ l' -3" GUTTER GUTTER LINE NOlE: THE GRANITE CURBING SHALL BE INSTALLED AS SPECIFIED IN DETAIL H-4, SLOPED GRANITE CURB/HMA BERM TO VERTICAL GRANITE CURB GRANITE TRANSITION CURB DIIII, 110.: 1 N,T,S PROJECT TO.. Of I\CAWNio CONSlRUCTION STANDARDS SlIT, NAIl[ SIfT, NO, GRANITE 'TRANSITION aiRS H-5 • • Town of Agawam Interoffice Memorandum To: CC: From: Date: Subject: Engineering Department Planning Board 9/28/15 Bond Reduction -Jasmine Lane -Kot Mr. Kot has requested a bond reduction on Jasmine Lane (see attached letter). Please prepare a recommended bond amount for the Board's October 15th meeting. Thank you. MS:prk FROM THE DeSK OF ... YOUR NAME TITLE TOWN OF AGAWAM 36 MAIN ST AGAWAM, MA 01 001 Email address Here 413-786-0400 X Extension Fax: 413-786-9927 September 28, 2015 Agawam Planning Board 36 Main Street Agawam, MA 01001 Dear Board Members: • • I hereby request a bond reduction on Jasmine Lane. The final coat is scheduled to be completed by Thursday. Vadim Kot • • RELEASE OF COVENANT This is to certifY that the Agawam Planning Board has released Lots 1 thru 7 as shown on a Defmitive Plan entitled "Kot Development", plans drawn by Anderson Associates and dated January 2013, Revised 12/5/13. Said plans being recorded in the Hampden County Registry of Deeds, said lots being subject to the provisions of a Covenant dated December 1 0, 2013, given by Vadim Kot, Kot Realty to the Town of Agawam, said covenant being recorded in the Hampden County Registry of Deeds, Book, Page ~-- DATED: :X:6t Q~ 'f>K S~6er ~,;;o/y , Commonwealth ( r ~ , Then per.son~ ~p?ear~d th~ above nl¥Iled, '(V\Q.V)< t:... Po.-~\A;Mn I I n (. lq 00(~'/~f:ftembers of the Agawam i the foregoing to be their free act and deed before me. Hampdencc cc: Town Clerk Building Inspector File o My Commission exp •• as: . ~~me .utE 2a; 20'8 L • • RELEASE OF COVENANT This is to certify that the Agawam Planning Board has released Lots 1 thru 7 as shown on a Definitive Plan entitled "Kot Development", plans drawn by Anderson Associates and dated January 2013, Revised 12/5/13. Said plans being recorded in the Hampden County Registry of Deeds, said lots being subject to the provisions of a Covenant dated December 10, 2013, given by Vadim Kot, Kot Realty to the Town of Agawam, said covenant being recorded in the Hampden County Registry of Deeds, Book, Page ~-- Hampden cc Commonwealth of Massachusetts Then per.son~ ?p!,ear~d the above nqrned, VNwK t:.. &k()to~of'l'V luS, v',utet f, ~\Jy-.An , I n L ("" 00(~' I-&.Af'iiembers of the Agawam Planmng Board and acknowledge the foregoing to be their free act and deed before me. cc: Town Clerk Building Inspector File o My Commission expires: iI(~E>MS .IUHE 2a; 21118 • PERFORMANCE AGREEMENT Kot Development LOTS 1-7 INCLUSIVE THIS AGREEMENT made by and between Kot Realty, a corporation having a usual place of business at 534 Union Street, West Springfield, Massaschusetts, Vadim Kot its Manager, and Vadim Kot, an individual, hereinafter called the DEVELOPER, and the Town of Agawam, Massachusetts, a municipal corporation having a usual place of business at 36 Main Street, Agawam, Massachusetts 0 I 00 I, acting through its Planning Board, hereinafter called the TOWN; witnesseth: WHEREAS, the DEVELOPER desires to carry out the development oflots I thru 7 inclusive as shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETTS DEVELOPED BY V ADIM KOT 534 UNION STREET, WEST SPRINGFIELD, MA Plans Prepared By Anderson Associates DATE: January, 2013, revised 12/5/13 HCRD BOOK PAGE AND WHEREAS, on November 7, 2013, the PLANNING BOARD of the TOWN endorsed plans entitled: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETIS DATE: January, 2013, revised 12/5/13 NOW, THEREFORE, in consideration of the approval of the definitive Plans by said TOWN, providing for the constroction of ways, clearing, grading and installation of municipal services to the above mentioned lots; the DEVELOPER hereby agrees to perform the required improvements in accordance with the "Rules and Regulations of the Planning Board as it Refers to Subdivision Control", as amended, and to constroct the following items of work in a manner satisfactory to the TOWN: CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of "Rules and Regulations of the Planning Board as it Refers to Subdivision Control", amended March 7,1974, is hereby supplemented by the following descriptions, modifications, additions and deletions. These Constroction Standards and Required Improvements shall prevail over those published in Section V and the Definitive Plans only where there is a discrepancy, and where the Town Engineer determines that these Constroction Standards are more stringent. Wherever the term "Massachusetts Standard Specifications" is used it shall refer to "The Commonwealth of Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed., including the latest Supplemental Specifications. The term "Town Engineer" shall mean the Agawam Town Engineer, acting directly or through an authorized representative, such representative acting within the scope of the particular duties entrosted to him. The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least forty-eight (48) hours in advance of the time when he plans to begin work on any of the improvements required by this Agreement. Failure on the part of the DEVELOPER to provide such notification shall be cause for the TOWN to require the DEVELOPER to excavate and reconstroct the improvements as necessary in order to insure that the work has been done in a satisfactory manner. • A. Street and Roadway: The entire area within the street layout shall be cleared of all stumps, brush, roots, boulders, debris and all trees not intended for preservation. All loam, clay, peat and other unsuitable material encountered within the layout shall be excavated and replaced with granular material conforming to Massachusetts Standard Specifications MI.O 1.0 to a depth of 4 feet below the subgrade. Install subdrains where the seasonal high groundwater elevation is within 4 feet of the proposed roadway surface. Subdrain sizes and locations shall be subject to the approval of the Town Engineer and shall be installed wherever necessary in the opinion of the Town Engineer. Subdrains shall conform to Massachusetts Construction Standards 209.1.1. All rock encountered within the street layout shall be excavated and replaced with granular material conforming to Massachusetts Standard Specifications MI.O 1.0 to such a depth of 4 feet below the subgrade. Before placing any subbase or base materials, the entire subgrade area shall be fine graded and compacted to not less than 90 percent of maximum dry density as determined by AASTHO Test Designation T99 Compaction Test Method C. Special Borrow for subbase shall conform to Massachusetts Standard Specifications M2.01.1. Subbase and base courses shall be fine graded and compacted to not less than 95 percent of maximum dry density in accordance with Section 40 I and Section 405 of the Massachusetts Standard Specifications. The DEVELOPER shall be responsible for reimbursing the TOWN for the cost of all soils testing. The roadway surface shall be Class I Bituminous Concrete Type I-I applied in Two (2) courses in accordance with Section 460 of the Massachusetts Standard Specifications. The top course shall not be applied until one (I) winter season has passed since the completion of all underground work within the subgrade area. Only the roadway designs or alternatives shown on the Definitive Plans shall be constructed. Bituminous concrete curb conforming to Massachusetts Construction Standard 106.2.0, Type 2 shall be installed on both sides of the roadway. Granite curbing shall be installed along the arc of the curve at intersections. Type SA edging shall be used on Places and Lanes, and Type VA vertical curb shall be used on Sub-Collectors and Collectors, unless otherwise directed by the Town Engineer. B. Sanitary Sewers: Submit an "Application for Permit for Extension of Sewerage System" to the Superintendent of Public Works for his recommendation to the Director of the Massachusetts Division of Water Pollution Control. After receipt of a Sewerage Extension Permit, pay all fees and deposits, and apply for a connection to the public sewer. Install asbestos-cement, PVC or approved equal sewer pipe and fittings conforming to Massachusetts Standard Specifications M5.02.7, of the size, class and at the lines and grades shown on the Definitive Plans. The minimum design flexure strength of asbestos-cement sewer pipe shall be class 2400 for sizes 4 and 6 inch diameters and class 3300 for sizes 8 througb 12 inch diameter. The minimum PVC sewer pipe class shall be SDR 35, however, special bedding will be required. Building sewer connections shall be at least 4 inch diameter laid at 1/8 inch per foot pitch minimum, and shall be separated from the water services by at least 10 feet horizontally. Building sewer connections shall not be made directly into manholes. Long sweep elbows shall be used for all bends II 1/2 degrees or greater. A cleanout shall be installed no further than 20 feet upstream of any 45 degree or 90 degree bend. No foundation drains or roof leaders shall be connected to the sanitary sewers. Bedding shall conform to Subsection 230.61, and backfilling shall meet the requirements of Subsections 120.60B, 150.60 and 150.64 ofthe Massachusetts Standard Specifications. A special bedding of sand borrow conforming to MI.04.0 Type shall be well compacted around all PVC sewer pipe a minimum distance of I foot. Where the bottom of the trench is, in the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a well compacted foundation consisting of granular material conforming to MI.02.0 (maximum stone size of2 inches) or crushed stone conforming to M2.01.1 of the Massachusetts Standard Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from all sides of the pipe or structure. Precast concrete sewer manholes shall conform to Agawam Construction Standard 202.4.1 and shall be installed in accordance with Section 20 I of the Massachusetts Standard Specifications. Pipe connections to manholes shall be made with a flexible rubber boot and shall be cast in a 6 inch concrete collar. Inverts shall be brick conforming to Massachusetts Stand Specifications M4.05.1. Preformed bituminous joint filler shall conform to M3.05.3 and cement concrete brick for adjusting frames and covers shall conform to M4.05.0 of the Massachusetts Standard Specifications. Type A frames and covers shall conform to Massachusetts Construction Standards 202.6.0 and 202.8.0, and shall have the word "SEWER" imprinted in 3 inch high letters on the cover. The DEVELOPER shall furnish the labor and equipment, test plugs, gauges and appurtenances Page 2 • • necessary for air testing all sanitary sewer pipes. Ifleakage of air at 4 psi exceeds 0.15 CFM per square foot in any section of pipe, as determined by the Town Engineer, the DEVELOPER sballiocate the leaks and repair them at bis own expense. In no event shall the total infiltration or ex61tration iocluding manholes, exceed the equivalent of 100 gallons per 24 bours per incb diameter per mile of sewer main, in any section of the sewer system, as determioed by the Town Engineer. C. Draioage: If any storm drains are to be connected to the TOWN draioage system, the DEVELOPER sball apply to the Superintendent of Public Works for a permit to connect to the public storm draios, and pay all fees and deposits required. Install reioforced concrete storm drain pipe conformiog to Massacbusetts Standard Specifications M5.01.l, of the size, class and at the lioes and grades sbown on the Definitive Plans. Storm draio connections to foundation draios and roofleaders shall be iostalled as sbown on the Definitive Plans, and sball be at least 4 inch diameter laid at 118 inch per foot minimum pitch. The mioimum flexure strength of 4 and 6 inch diameter asbestos cement pipe shall be class 2000 D. The minimum PVC pipe class for storm drain connections shall be SDR 41 , however, special bedding will be required. Bedding shall conform to Subsection 230.61 , and back-filling shall meet the requirements of Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special bedding of sand borrow conforming to Ml.04.0 Type b shall be well compacted around all PVC drain pipe a mioimum distance of I foot. Where the bottom of the trencb is, io the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a well compacted foundation consisting of granular material conforming to M 1.02.0 (maximum stone size of2 ioche,) or crushed stone conformiog to M2.0l.1 of the Massachusetts Standard Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from all sides of the pipe or structure. Storm draio manholes and Type C (Slope) catch basios shall conform to Agawam Construction Standards 202.2.1 and 201 .3.1 respectively. Precast concrete catch basin tops shall be as manufactured by New England Precast Concrete, Agawam, MA; Arrow Concrete Products, Inc., Gtanby, CT; or approved equal. Cement concrete brick for ioverts and adjusting frames and covers shall conform to Massachusetts Standard Specifications M4.05.0. Manhole frames and covers shall be Type A conforming to Massachusetts Construction Standards 202.6.0 and 202.8.0 and shall have the word "DRAIN" imprinted in 3 inch high letters on the cover. Class A cement concrete masonry and steel reioforeement work sball conform to Section 90 1 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions iodicated on the definitive Plans, and as directed to close conformity with the lines and grades established by the Town Engineer. Headwalls shall be built io accordance with Massacbusetts Construction Standards 206.4.0 or 206.6.0. Rip-rap, channel paving and stone for pipe ends shall consist of furnishing and iostalliog uniformly placed stonework at the lines and grades shown on the Definitive Plans, in accordance with Section 258 and 983 of the Massachusetts Standard Specifications. Stone shall conform to M2.02.3 with the exception that rounded cobbles meeting the weight specifications may be used with the approval of the Town Engioeer. D. Water: Install 8-incb Class 52 cement lined ductile iron water maios, or larger as shown on the Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard Specifications M5.05.3, Class 52. Joiots shall be bell and spigot elastomeric gasket rings conformiog to ANSI Specification A21.11 . Standard laying lengths shall not exceed 20 feet. Ductile iron pipe shall be polyethylene encased in accordance with ASTM Specification A674. Hydrants shall be Protectop Type S as manufactured by A.P. Smith Manufacturing Co., East Orange, NJ; or approved equal. Hydrants shall have a 5-ioch main valve seat, a bury length of 5.5 feet minimum, or as required for each individual installation, and shall be furnished with two (2) 2 1/2 ioch hose nozzles. One (1) additional 4 112 inch steamer nozzle shall be furnished on the hydrant when deemed necessary by the Town Engineer. A hydrant tee and valve shall open left, counterclockwise. Gate valves shall be New York Metropolitan Standard meeting the requirements of A WW A Specification C500, and shall have mechanical joint ends. Valve boxes shall be 4 112 iooh diameter and the cover shall include the word "WATER" cast in the top. Corporations shall be New England Standard and shall be Mueller H-15002, Ford F-600NE, or approved equal. Curb stops shall be New England Standard and shall be Mueller H-15212, Ford Z22-333 SW, or approved equal. Type K copper tubing for water services shall be a minimum of 3/4 inch diameter. Where rock is encountered it shall be removed to a depth of I foot below the bottom of the pipe. Only granular material approved by the Town Engioeer shall be used as backfill in any trench excavation. Page 3 • • E. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway of such width as is shown on the Definitive Plans. The gravel subbase and base courses shall consist of a 6 inch gravel subbase and 2 inch processed gravel base conforming to Massachusetts Standard Specifications MI.03.0 Type b, and MI.03.1 respectively, and said courses shall be wider by 3 inches on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall be 2 inches thick laid in two (2) courses I inch each, and shall conform to the applicable requirements of Section 701 of the Massachusetts Standard specifications. Treebelts shall be constructed on both sides of the roadway to the width indicated on the Definitive Plans. Loam meeting the requirements of Massachusetts Standard Specifications M1.05.0 shall be placed to a minimum compacted depth of 6 inches. The DEVELOPER shall submit samples of the loam to the Town Engineer for analysis and determination of the amount of lime and fertilizer required. The work shall conform to Section 760 of the Massachusetts Standard Specifications, and the grass seed shall meet the requirements ofM6.03.0. A copy of the seed certificate shall be submitted to the Town Engineer. The treebelts shall be watered, reworked, and reseeded as necessary to develop a satisfactory stand of grass. F. Utilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be responsible for the cost of lighting until the street is accepted by the TOWN. Street lights shall be the type adopted by the Utility Committee of the Town Council. All underground utilities and service connections shall be installed prior to the construction of the roadway surface. G. inspection: The DEVELOPER shall notify the Department of Public Works of the TOWN at least forty-eight (48) hours in advance of the time when he plans to begin or resume work on any of the improvements required by this Agreement. The TOWN will charge the DEVELOPER at the hourly rate established by the Department of Public Works for inspecting the work. No work will be accepted by the TOWN which has not been inspected on a daily basis during its progress. The presence of an inspector shall in no way relieves the DEVELOPER from full responsibility for completing the required work and providing the workmanship and materials specified. H. Shade Trees: On each lot two (2) shade trees shall be planted within twenty (20) feet from the street line and located so as not to conflict with underground utilities and sight distances. At the discretion of the Tree Warden, the shade trees may be planted on the treebelt within the street layout. Trees shall be 2 112 inches minimum in diameter, balled, burlaped, native and hardy species as approved by the Planning Board, and shall be planted subject to the direction of the Tree Warden. The DEVELOPER shall guarantee for one (I) full year that the trees remain alive and healthy. I. Clearing and Grading: Clear and grade the site as shown on the Definitive Plans. All areas not to be paved which are disturbed by the DEVELOPER shall be limed, fertilized, seeded, mulched, watered, reworked and reseeded as necessary until a satisfactory stand of grass takes hold to prevent erosion. Any work performed on the banks of streams, drainage ditches or swales shaH receive priority. Mulching and seeding for erosion control shall conform to Section 767 of the Massachusetts Standard Specifications. Seed for erosion control shall meet the requirements of M6.03. I. Where indicated on the Definitive Plans or deemed necessary by the Town Engineer to prevent erosion, haybales shall be placed. Hay bales shall meet the requirements ofM6.04.1 and shall weigh at least 50 pounds each. Hay bales shall be placed in uniform rows and secured to at least two (2) 2" x 2" x 36" stakes driven into the ground to prevent overturning, floatation, or displacement. Any deposited sediment that collects at the bay bale structures shall be removed periodically as directed by the Town Engineer. Lightweight paper netting shall be applied on slopes steeper than 3: I and on seeded areas sbown on the Definitive Plans or as directed by the Town Engineer. The netting shall be secured to the ground with 1" xl" x 12" stakes spaced no more than 6 feet apart to prevent it from blowing or washing away. The netting shall be removed when and as directed by the Town Engineer. J. Loam or Topsoil: No loam or topsoil shall be removed from the subdivision until all work is completed, and then only with a special permit from the Board of Appeals as required by Section 20-8(g) of the Town Code. K. Excavations: All excavations within the street layout, and to dwellings shall be barricaded, protected, lighted at proper times, and promptly backfilled as required by the Superintendent of Public Works and the Chief of Police. Any person not directly employed or under contract with the DEVELOPER, who wishes to excavate within the street layout must first obtain a permit from the Superintendent of Public Works as required by Section 16-4(a) of the Town Code. Right of entry or an appropriate utility easement must be given before a permit will be issued. L. Permits: Eacb lot line must be clearly marked, and the lot identified by lot and street number, before Page 4 • • the Building Inspector will make any inspections. Any sign required to be erected under an Order of Conditions issued by the Conservation Commission shall be maintained in good condition until a Certificate of Compliance is obtained by the DEVELOPER. M. Protection of Natural Features: All natural features to be preserved shall be suitably protected by the DEVELOPER during construction. The DEVELOPER shall notify the Tree Warden alleast one (I) week prior to clearing of the site. No evergreen tree, shrub or tree over 8 inches in diameter outside the street layout and building site shall be removed without the consent of the Tree Warden. N. Cleaning Up: Before final inspection, the total area shall be cleared of debris, both natural and materials generated by construction. The particular attention of the DEVELOPER is directed to the requirement that on the day of the final inspection all paved areas must be swept and the drainage structures cleaned. 0. Monuments: All monuments shown on the Definitive Plans shall be set, and their installation shall be certified by a registered land surveyor as of the date offinal inspection. Monuments marking the street layout shall be granite or precast concrete bounds conforming to Massachusetts Specifications M4.04.8 or M4.06.I, set flush with finish grade. Iron pipe I 112 inch diameter, schedule 40 galvanized, 3 feet long, may be used at lot comers, except where a granite or precast concrete bound is required for marking the street lines. P. Street Acceptance: The DEVELOPER shall submit to the Town Engineer for review the final street layout plans and legal description suitable for recording in the Hampden County Registry of Deeds. The plans and description shall both meet the standards of the Street Acceptance Committee and the Department of Public Works, and shall be revised if required by the Street Acceptance Committee after an on-site public hearing. After completion of all of the improvements required by this Agreement, the DEVELOPER shall submit to the Town Council a Petition for Street Acceptance; and an Affidavit, releasing the TOWN from all damages which the DEVELOPER and his successors or assigns may incur by reason of acceptance of the street by the TOWN; together with the Street Acceptance Plans referred to above. Page 5 • • PERFORMANCE GUARANTEE: The DEVELOPER sball furnisb to the Town a Performance Guarantee in the amount of $148,500 in the form of a proper bond; deposit of money, or negotiable securities; or irrevocable credit secured by the first mortgage to guarantee to the TOWN the faithful performance by the DEVELOPER within two (2) years after the date oflhis Agreement, or any extension thereof, of all work required herein. The DEVELOPER shall also repair, to the satisfaction of the TOWN, any damage to or failure of any completed work which may occur during the term of Ibis Agreement. Any surety accepted by the TOWN under this Agreement must satisfactorily protect the TOWN'S interest, and said determination shaD be made by the Town Treasurer. It is expressly understood and agreed by the parties that any and all security required under the Performance Guarantee will be applied as damages for tbe benefit of the TOWN for failure of the DEVELOPER to satisfactorily complete its obligation hereunder; and it is further understood and agreed by the parties that the TOWN specifically reserves its right to seek any additional damages incurred by the TOWN and not fully protected by the security under the Performance Guarantee. If the DEVELOPER fails to perform the work within Ibe time specified and in accordance with the terms of this Agreement or, in the event that the DEVELOPER shall not satisfy all claims and demands incurred in connection with said improvements and work as herein specified, the DEVELOPER shall pay to the TOWN an amount of money whicb will equal the measure of damages sustained by the TOWN as a result of the failure to perform the work. The measure of damages shall be establisbed by determining the lowest reasonable cost to complete the work unfmished plus reasonable administrative expenses, attorney's fees and legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN need not expend any funds to establish the said measure of damages, said measure of damages to be established by reasonable estimate to complete the said work plus the said administrative expenses, attorney's fees and legal costs herein mentioned. The DEVELOPER further warrants that all work done under this Agreement will be performed and completed in a workmanlike manner, and that the said work will be fit for the use intended. Page 6 • NOTIFICATION OF COMPLETION: Upon completion of all work required herein, the DEVELOPER shall noti/y the TOWN, by registered mail sent to both the Town Clerk and the Planning Board, that the work is ready for fmal inspection with respect to the release of the Performance Guarantee. Release of the Performance Guarantee is contingent upon all work being completed in accordance with the Construction Standards and Required Improvements included herein. IN WITNESS WHEREOF, this inspument is ex~ur (4) counter parts, each one of which shall be deemed an original this the 'y:-('"' day o( b' M ,20 I 'I ATTEST: DEVELOPER :~J1 ftt Vadim Kot, Manager TOWN TOWN OF AGAWAM, MASSACHUSETTS DATE: APPROVED AS TO FORM: Page 7 September 8, 2014 Planning Board Town of Agawam 36 Main Street Agawam, MA 01001 .. { Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-726-9712 Fax 413-726-2826 Dear Planning Board Members: Please be advised the Treasurer's Office is in receipt of a bank deposit dated September 5, 2014 in the amount of $148,500.00 for the account of Kot Re alty LLC. Said account is for the performance bond in the name of: Vadim Kot Kot Development Lots I through 7 Known as File #8720 Bank America's Most Convenient 8anlc.~ KOT REALTY LLC ESC ACCT TOWN OF AGAWAM ESC AGT POBOX 1041 WEST SPRINGFIELD MA 01089 Transactions By Date Date Description • 715 / TD Sm Bus Mmkt Plus Ckg (NRel) 8249119533 Debit Credit Balance Page I of I TO: TOWN TREASURER 2014 SE P -3 Mill: 09 DATE: 9·4·14 SUBJECT: PERFORMANCE BOND FILE#: 8720 At an officially called and posted meeting held on 9-4·14 , the Planning Board voted <f-O in favor of setting $ I 48,500 as the amount required to be filed with the Town Treasurer to cover performance for a period of two years by Vadim Kot otherwise known as developer for project known as Kot Development. This is to cover lots # 1 1hru 7. The Board reserves the right to review the bond amount at the time the applicant desires to post security. Planning Board Chairperson r • • TOWN OF AGAWAM Department of Public Works To: CC: From: Date: Planning Board File Engineering Division September 4, 2014 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J. Golba • Snperlntendent MEMORANDUM Subject: Bond Setting -Jasmine Lane -Kot Per your request, we have calculated the bond amount for the remaining work to be completed at Jasmine Lane to be 5148,soo.00 (oae hnndred forty-eight thousand, five hundred doDan). See attached bond amount calculation. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, --zt44., e&.~ .. Vladimir Caceres Civil Engineer I s:\subdi~ooper street • kot\bond\bond -memo I.doc 11'lLttct. Michelle C. Chase, P.E. Town Engineer - • • BOND AMOUNT FOR JASMINE LN • SEPTEMBER '14 e -TREEBELT'" SY 606 SI. 'I'OI'Al. - lOAD • 11 ~ CY 110 SI6." S!.IZI ~~D~~mm~;~I~~,~~~====~~c~tt==~~:t====~SI~""~====~~~ COMP. -SUB" FtNIStI_ "'.) SY... SI. ~ 3" A~I 112" > COURSE TON 67 SIOO.I S16.7OO1 ~. ~ .ADJusr 2 IS" GATE " lLO 3 .. ~ tJEl'.PUNS :: ~ "-POLICB FT 'ON EA SET LS LS LS LS LS 100 ~'f.+-~--=~ 3 SSOO.OO SUX I' 9 11 _I 1 I I SI69.881 SII9.881 SSOO.OO I ~661 ~-I ~ \.000 ~~ SIO.OOO S6~ 541 TOTAl. -I iiiiiiI • KOT REALTY CO., LLC 534 Union St. W. Springfield, MA 01089 Phone: 413-575-2257 Fax: 315-266-1225 August 29, 2014 To Agawam Planning Board, • I here by request a bond amount for Jasmine Lane subdivision. S;"Pai[b VadimKot President RECEIVED SEP 02 2.014 AGAWAM PLANNING BOARD • • Town of Agawam Interoffice Memorandum To: cc: From: Date: Subject: Engineering Department Planning Board 9/2/14 Bond Setting -Jasmine Lane -Kot Mr. Kot has requested a bond amount for Jasmine Lane. Please prepare your recommendation for the Board's September 4th Planning Board meeting. Thank you. :prk FROM THE DESK OF ••• YOUR NAME TITLE TOWN OF AGAWAM 36 MAIN ST AGAWAM, MA 01001 Email address Here 413-786-0400 X Extension Fax: 413-786-9927 • KOT REALTY CO., LLC 534 Union St. W. Springfield, MA 01089 Phone: 413-575-2257 Fax: 315-266-1225 August 29, 2014 To Agawam Planning Board, • I here by request a bond amount for Jasmine Lane subdivision. 7!J~. VadimKot President RECE\VED sEl' 02. 20\4 PG,AWAM 0 PL:,.NNING BOAR • • SIGHT LINE EASEMENT AGREEMENT This Agreement dated this day of January, 2014, by and between KOT REALTY COMPANY, LLC AKA KOT REALTY of West Springfield, "" Massachusetts, (the "Grantor") and THE CITY OF AGAWAM, MASSACHUSETDi, a municipal corporation, (the "Grantee"). ;: WITNE S SETH WHEREAS, the Grantor has title to certain real property located III Agawru§: Massachusetts, shown on a Plan -- which is filed in the Hampden County Registry of Deeds at Book of Plans Book ___ , >T" Page____ \' WHEREAS, The Grantee wishes to establish and preserve a clearing, to improve traffic sight lines, with no plantings other than ground covers or flowers; WHEREAS, the Grantor and its successors and assigns are willing, in perpetuity, to help preserve that clearing; and WHEREAS, the parties wish to create a sight line easement area (the "Easement Area") on and over a portion of said real property. NOW THEREFORE, in consideration of the sun of ONE DOLLAR & 00/100 ($1.00) AND OTHER VALUABLE CONSIDERATION PAID BY THE Grantee to the Grantor, receipt whereof is hereby acknowledged by the parties hereto, the Grantor conveys to the Grantee and its successors and assigns forever a certain perpetual sight lien easement over Lot I (one) on said plan (see attached Easement) on and over the Easement Area and agrees for itself and its successors and assigns forever, to certain covenants running with the land as follows: I. Grantor hereby grants to the Grantee and its successors and assigns, the perpetual right to maintain sight lines, without obstruction, across the Easement Area and shall cultivate no plantings on the Easement Area, other than ground covers or flowers. 2. the grantor shall neither construct, nor allow to be constructed, any buildings or structures within the Easement Area. Further, the Grantor shall maintain no temporary or movable items, such as motor vehicles, and the Grantor shall plant nothing except ground covers or flowers with the Easement Area. 3. The Grantor shall otherwise leave the Easement Area in a natural and undisturbed state, except that Grantor shall generally maintain the Easement Area and shall be entitled to remove any unsightly fallen trees, limbs, or other debris within the Easement Area. Grantee may enter onto the Easement Area to perform maintenance; prune, trim, cut, and remove trees and bushes; and otherwise maintain sight lines. • • SIGUT DISTANCE EASEMENT Beginning at an iron pipe at the southwest corner of Lot 1 said point on the south side of Cooper Street; thence N 60-05-46 E 115.45' along the south side of Cooper Street to a concrete bound; thence Along a curve to the right having a radius of 15' an arc distance of23_56' to .. concrete bound; thence S 60-05-46 W 123.95' to a poillt; thence N 53-19-54 W 16.35' to the pointofbeginnin~, • • 4. The Grantor otherwise retain the right to enter into the Easement Area for all purposes not inconsistent with this Sight Line Easement Agreement. r~J(0MYdn Richard M. Pesto KOT REALTY COMPANY, LLC :2UU Vadim Kot, Manager CITY OF A~t:W~d By~#f 1-/. ZI<h,.£iu ~c/70>" c 'kC({(M417 J /f6J7/1(!5 rJtJa.rci COMMONWEALTH OF MASSACHUSETTS County of Hampden ss: :IG. n vee r'1 Ii, J.O \ ~ On this, the cr:-day of Sc;.nvt.I'1 :Jbl'f ' before me, RICHARD M. PESTO, personally appeared V ADIM KOT, w~o acknowledged himself to be Manager ofKOT REALTY COMPANY, LLC AKA KOT REALTY, a Massachusetts limited liability company, and that he as such duly authorized Manager, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the LLC by himself as duly authorized Manager. In witness whereof I hereunto set my hand. Richard M. Pesto Notary Public My Commission Expires: 12-16-2016 COMMONWEALTH OF MASSACI;IU~I}TT~ County of Hampden ss: _.L1LLLLI.10J.1..:...((-.I'L'--___ _ On this, the I L/ day of JdVto(J,,"X dd~efore me, the undersigned officer, persona'IfYappeared I ,-w-=-h-o-a--'ckn:--o-w--=l:--e-=-dg-e-d _-,--____ to be of CITY OF AGAWAM, a municipal corporation" and that as such , being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the CITY OF AGAWAM by as _____ _ In witness whereof I hereunto set my hand. Notary Public My Commission Expires: MY COMMISSION EXPIRES JUNE 22, 2018 • CITY OF AGAWAM GRANT OF • STORM DRAINAGE EASEMENT KOT REALTY COMPANY, LLC AKA KOT REALTY, a Massachusetts Corporation located at 534 Union Street, West Springfield, Hampden County, Massachusetts, for no monetary consideration, but for other good and valuable consideration, the sufficiency of which is hereby acknowledged, hereby Grant to the CITY OF AGAWAM, a municipal corporation located in the County of Hampden with its principal office at 36 Main Street, in said Agawam, Massachusetts, the following described easement for public purposes in Agawam, Hampden County, Massachusetts, to wit: BEING an easement for the purposes of constructing, repairing and maintaining a permanent storm drainage easement necessary for public convenience and health over a parcel herein described, said easement and right of way over said parcel to be an easement together with the right to enter with men, equipment, machinery and material to construct drainage facilities, landscape, alter grades and slopes, to move or remove any structures, together with the right to inspect, repair, maintain, and improve said storm drainage facilities, including the right to trim, and remove any and all trees and shrubbery located on the land within said easements, and do any and all other things reasonably necessary for construction and maintenance of said storm drainage easement. The description of the land over which the said storm drainage easement is granted is more particularly bounded and described on the attached Exhibit "A", Said Storm Drain is shown on Lots # 6 (six) and #7 (seven) on a pla~ entitled ;;: Dated which plan is recorded in the Hampden COl.f!;ty Registry of Deeds in Book of Plans , Page -. - • • DRAIN EASEMENT LOT 7 Beginning at a point on the north side of Jasmine Lane and at the northwest corner of Lot 6' thence: N 53-25-33 W 15.11' N 43-24-14 E 169.10' S 87-47-03 E 19.93' S 43-24-14 W 180.43' along the north side of Jasmine Lane to a point, thence: to a point, thence: to a point, thence: to the point of beginning. • • Executed as a sealed instrument this __ day of January, 20.14. ~~)(S2rIJ .~ Witness Richard M. Pesto KOT REAL TY COMPANY, LLC AKA KOT REA fI'Y CITYOF~~ BY: -/~~~~L!.K,/~';"-~"~~~~~5iV-.ki-' ~:::-~/7r~~j/} COMMONWEALTH OF MASSACHlJSETTS .f/!a.11/l'i:f 13o:U'e:/ HAMPDEN, ss Januaryq, 2014 Then personally appeared the above-named VADIM KOT, MANAGER, and acknowledged th egoing inst~t to be his free act and deed before me, n ",;1 c-{LleX r l . RICHARD M. PESTO Notary Public My Commission Expires:12/16/16 COMMONWEALTH OF MASSACHUSETTS County of Hampden ss: _--lI ..... ;(L(':f....l....l-/LC'd-,l'--___ _ On this, the I L\ day of Jo-hJCLVLJ ' do\Lf ' before me, _______ , the undersigned officer, personally appeared ______ , who acknowledged to be of CITY OF AGAWAM, a municipal corporation" and that __ as such _____ , being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the CITY OF AGAWAM by as ___ ---,L--- MY COMMISSION EXPIRES JUNE 22, 2018 • CITY OF AGAWAM GRANT OF • STORM DRAINAGE EASEMENT KOT REALTY COMPANY, LLC AKAKOT REALTY, a Massachusetts Corporation located at 534 Union Street, West Springfield, Hampden County, Massachusetts, for no monetary consideration, but for other good and valuable consideration, the sufficiency of which is hereby acknowledged, hereby Grant to the CITY OF AGAWAM, a municipal corporation located in the County of Hampden with its principal office at 36 Main Street, in said Agawam, Massachusetts, the following described easement for public purposes in Agawam, Hampden County, Massachusetts, to wit: BEING an easement for the purposes of constructing, repairing and maintaining a permanent storm drainage easement necessary for public convenience and health over a parcel herein described, said easement and right of way over said parcel to be an easement together with the right to enter with men, equipment, machinery and material to construct drainage facilities, landscape, alter grades and slopes, to move or remove any structures, together with the right to inspect, repair, maintain, and improve said storm drainage facilities, including the right to trim, and remove any and all trees and shrubbery located on the land within said easements, and do any and all other things reasonably necessary for construction and maintenance of said storm drainage easement. The description of the land over which the said storm drainage easement is granted is more particularly bounded and described on the attached Exhibit "A". Said Storm Drain is shown on Lots # 6 (six) and #7 (seven) on a pla~ entitled --------------------------------------------~----u' Dated which plan is recorded in the Hampden County ~ Registry of Deeds in Book of Plans , Page .;J: • • DRAIN EASEMENT LOT 6 Beginning at a point on the north side of Jasmine Lane and at the northwest corner of Lot 6' thence: N 43-24-14 E180.43' S 87-47-03 E 134.84' S 43-24-14 W 98.10' N 76-29-35 W 99.75' S 43-24-14 W 119.60' N 53-25-33 W 15.11' to a point, thence; to a point, thence; to a point, thence; to a point, thence; to a point, thence; along the north side of Jasmine Lane to the point of beginning. • • Executed as a sealed instrument this __ day of January, 2014. KOT REALTY COMPANY hlCl~Q&Gi~ AKAK017a;-- BY: a Witness Richard M. Pesto v ADIM KOT, MANAGER HAMPDEN, ss Januaryq ,2014 Then personally appeared the above-named V ADIM KOT, MANAGER, and acknowledged t!le~regOing ins ent to be his free act and deed before me, . . I J RICHARD M. PESTO Notary Public My Commission Expires:12/16/16 COMMONWEALTH OF MASSACHUSETTS County of Hampden ss: \ Mt [J L{- On this, the I L\ day of 7Ltv,c.!!A\r'-' .~t<;i i·l, before me, _______ , the undersigned officer, ( {personally appeared ______ , who acknowledged to be of CITY OF AGAWAM, a municipal corporation" and that as such ____ .,--' being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signin he name of the CITY OF AGAWAM by as _---:=-___ / In witness whereof I hereunto set my han.H/-V MY COMMISSION EXPIRES JUNE 22, 2018 o ry Public My Commission Expire : Pamela Kerr • From: Vince Gioscia Sent: Thursday, January 02, 2014 9:52 AM To: Pamela Kerr Subject: RE: Vadim Kot Look ok to me. Vincent F. Gioscia, Esq . City Solicitor Agawam Law Department 36 Main Street Agawam, MA 01001 Telephone: 413-786-0400 ext. 8281 Facsimile: 413-786-9927 E-mail: solicitor@agawam.ma.us • Page 1 ofl The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination, or other use of, or taking any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you receive this in error, please contact the sender and delete the material from any computer. From: Pamela Kerr Sent: Friday, December 20, 2013 2:47 PM To: Vince Gioscia; Michael Albro Subject: FW: Vadim Kot Good Afternoon -Attached are revised drainage easements and a sight distance easement for the Kot subdivision on Cooper Street. Please neview and let me know if they are acceptable. Thank you. Pam From: peggianr@comcast.net [mailto: peggia nr@comcast.netl Sent: Friday, December 20, 2013 2:44 PM To: Pamela Kerr Subject: Re: Vadim Kot Good Afternoon: Attached please find two (2) Storm Drain Easements (Lots 6 & 7) and Sight Line Easement Agreement for your review. Please contact Attorney Pesto with any changes or revisions. Thank you . Peggiann Reilly Paralegal to Richard M. Pesto, Esquire ~on014 COVENANT The undersigned, Vadim Kot, Manager, Kot Realty, hereinafter called the "Covenantor", having submitted to the Planning Board of the Town of Agawam a definitive plan of a subdivision entitled "Kot Development" and particularly lots I thru 7 does hereby covenant and agree with said Planning Board and the successors in office of said Board, pursuant to General Laws (Terr.Ed.) C. 41, Section 81U, as amended that: 1. The Covenantor .is the owner of record of the premises shown on said plan. 2. This Covenant shall run with the land and be binding upon the executors, administrators, heirs and assigns of the Covenantor, and their successors in title to the premises on said plan. 3. The construction of ways and the installation of municipal services shall be provided to serve any lots in accordance with the applicable rules and regulations of said board before such lot may be built upon or conveyed, other than by mortgage deed, provided that a mortgagee who acquires title to the mortgaged premises by foreclosure, or otherwise, and any such lot subject only to the portion of this Covenant which provides that no lot so sold shall be built upon until such ways and services have been provided to serve such lot; provided however, that prior to release of a lot or lots to be built upon or conveyed, the Board may require a deposit of money sufficient in the opinion of the Board to secure final completion of ways and services required for the lots in the subdivision, as shown on said definitive plans. 4. Nothing herein shall be deemed to prohibit a conveyance subject to this covenant by a single deed of the entire parcel of land shown on the subdivision plan of all lots not previously released by the Planning Board, without first providing such ways and services. ~ 5. This Covenant shall take effect upon approval of said plans. ;;:; 6. Reference to this covenant shall be entered upon said plans and this Covenant shal~'ije recorded when said plan is recorded. _/ • '0 EXECUTfDZ ___ ~A_ S E INSTRUMENT THIS liIf!r~ ;; ;II /-ate~ 5 By /{//ft., ~l. ~ Vadim Kot, Manager, Kot Realty ~ /:'- COMMONWEALTH OF MASSACHUSETTS Hampden, S5 (' On this -Cday of ~(k 4.~-.. ,before me, the undersigned notary public, personally appeared iI4~ ~. , proved to me through satisfactory evidence 9f identification, which was __ MA Driver License( s); ---personal knowledge; __ other: , to be the person whose name is signed on the preced·ng or att.a ed d e'nt, and acknowledged to me that he/she signed it voluntarily for its sta e / MY COMMISSION EXPIRES .IUNE 22 2D18 My Commission Expires .-( Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 . MEMO TO: Attorney Vincent Gioscia, Town Solicitor & Engineering Dept. FROM: Planning Board ySD SUBJECT: Easements -Cooper Street -Kot DATE: December 4,2013 Please review the attached easements for the Kot subdivision on Cooper Street as soon as possible. We are working on scheduling a Planning Board meeting for some time next week to act on these easements. Thank you. DSD:prk (1 rzQC\fl ~ 10U'1Cl4-J re (Ju.-,;/! coiffbrc::*r vat .pe.v • Pamela Kerr From: Sent: To: Subject: Pamela Kerr Friday, December 20,20132:47 PM Vince Gioscia; Michael Albro FW: Vadim Kot • Page 1 of 1 Attachments: Storm Drainage Easement Lot 6 Kot Realty.doc; Storm Drainage Easement Lot 7 Kot Realty.doc; SIGHT LINE EASEMENT AGREEMENT.doc Good Afternoon -Attached are revised drainage easements and a sight distance easement for the Kot subdivision on Cooper Street. Please review and let me know if they are acceptable. Thank you. Pam From: peggianr@comcast.net [mailto:peggianr@comcast.netj sent: Friday, December 20, 2013 2:44 PM To: Pamela Kerr Subject: Re: Vadim Kot Good Afternoon: Attached please find two (2) Storm Drain Easements (Lots 6 & 7) and Sight Line Easement Agreement for your review. Please contact Attorney Pesto with any changes or revisions. Thank you. Peggiann Reilly Paralegal to Richard M. Pesto, Esquire 12/20/2013 • Pamela Kerr From: Sent: To: Subject: peggianr@comcast.net Friday, December 20,20132:44 PM Pamela Kerr Re: Vadim Kot • Page 1 of 1 Attachments: Storm Drainage Easement Lot 6 Kot Realty.doc; Storm Drainage Easement Lot 7 Kot Realty.doc; SIGHT LINE EASEMENT AGREEMENT.doc Good Afternoon: Attached please find two (2) Storm Drain Easements (Lots 6 & 7) and Sight Line Easement Agreement for your review. Please contact Attorney Pesto with any changes or revisions. Thank you. Peggiann Reilly Paralegal to Richard M. Pesto, Esquire 12/2012013 • • OI 'I'Y OF ..A..G..A.."'W""A'" GRA.1VTOF STOR .... :DRAXW..A..GE EAElE"M'"ENT KOT REALTY COMPANY, LLC AKA KOT REALTY, a Massachusetts Corporation located at 534 Union Street, West Springfield, Hampden County, Massachusetts, for no monetary consideration, but for other good and valuable consideration, the sufficiency of which is hereby acknowledged, hereby Grant to the CITY OF AGAWAM, a municipal corporation located in the County of Hampden with its principal office at 36 Main Street, in said Agawam, Massachusetts, the following described easement for public purposes in Agawam, Hampden County, Massachusetts, to wit: BEING an easement for the purposes of constructing, repairing and maintaining a permanent storm drainage easement necessary for public convenience and health over a parcel herein described, said easement and right of way over said parcel to be an easement together with the right to enter with men, equipment, machinery and material to construct drainage facilities, landscape, alter grades and slopes, to move or remove any structures, together with the right to inspect, repair, maintain, and improve said storm drainage facilities, including the right to trim, and remove any and all trees and shrubbery located on the land within said easements, and do any and all other things reasonably necessary for construction and maintenance of said storm drainage easement. The description of the land over which the said storm drainage easement is granted is more particularly bounded and described on the attached Exhibit "A". Said Storm Drain is shown on Lots # 6 (six) and #7 (seven) on a plan entitled Dated which plan is recorded in the Hampden County Registry of Deeds in Book of Plans . Page ____ _ • • Executed as a sealed instrument this _ day of -,2013. Witness KOT REALTY COMPANY AKA KOT REALTY BY: _______ _ VADIM KOT, MANAGER CITY OF AGAWAM BY: _______ _ COMMONWEALTH OF MASSACHUSETTS HAMPDEN,ss ___ ,2013 Then personally appeared the above-named VADIM KOT, MANAGER, and acknowledged the foregoing instrument to be his free act and deed before me, HAMPDEN,ss RICHARD M. PESTO Notary Public My Commission Expires:12j16j16 COMMONWEALTH OF MASSACHUSETTS ___ ,2013 Then personally appeared the above-named . and acknowledged the foregoing instrument to be his free act and deed before me, Notary Public My Commission Expires: • • DRAIN EASEMENT LOT 6 Beginning at a point on the north side of Jasmine Lane and at the northwest corner of Lot 6' thence: N 43-24-14 E180.43' S 87-47-03 E 134.84' S 43-24-14 W 98.10' N 76-29-35 W 99.75' S 43-24-14 W 119.60' N 53-25-33 W 15.11' to a point, thence; to a point, thence; to a point, thence; to a point, thence; to a point, thence; along the north side of Jasmine Lane to the point of beginning. • • OITY OF .A...G.A..."'1lIl':A .... GRAl..IIIiJT OF STOR .... DRAIWA.GE EASSWl'"ENT KOT REALTY COMPANY, LLC AKA KOT REALTY, a Massachusetts Corporation located at 534 Union Street, West Springfield, Hampden County, Massachusetts, for no monetary consideration, but for other good and valuable consideration, the sufficiency of which is hereby acknowledged, hereby Grant to the CITY OF AGAWAM, a municipal corporation located in the County of Hampden with its principal office at 36 Main Street, in said Agawam, Massachusetts, the following described easement for public purposes in Agawam, Hampden County, Massachusetts, to wit: BEING an easement for the purposes of constructing, repairing and maintaining a permanent storm drainage easement necessary for public convenience and health over a parcel herein described, said easement and right of way over said parcel to be an easement together with the right to enter with men, equipment, machinery and material to construct drainage facilities, landscape, alter grades and slopes, to move or remove any structures, together with the right to inspect, repair, maintain, and improve said storm drainage facilities, including the right to trim, and remove any and all trees and shrubbery located on the land within said easements, and do any and all other things reasonably necessary for construction and maintenance of said storm drainage easement. The description of the land over which the said storm drainage easement is granted is more particularly bounded and described on the attached Exhibit "A", Said Storm Drain is shown on Lots # 6 (six) and #7 (seven) on a plan entitled Dated which plan is recorded in the Hampden County Registry of Deeds in Book of Plans , Page ____ _ • • Executed as a sealed instrument this _ day of ------,2013. Witness KOT REALTY COMPANY, LLC AKA KOT REALTY BY: _______ _ VADIM KOT, MANAGER CITY OF AGAWAM BY: _______ _ COMMONWEALTH OF MASSACHUSETTS HAMPDEN,ss ___ ,2013 Then personally appeared the above-named VADIM KOT, MANAGER, and acknowledged the foregoing instrument to be his free act and deed before me, HAMPDEN,ss RICHARD M. PESTO Notary Public My Commission Expires:12j16j16 COMMONWEALTH OF MASSACHUSETTS ___ ,2013 Then personally appeared the above-named , and acknowledged the foregoing instrument to be his free act and deed before me, Notary Public My Commission Expires: DRAIN EASEMENT LOT 7 • • Beginning at a point on the north side of Jasmine Lane and at the northwest corner of Lot 6' thence: N 53-25-33 W 15.11' N 43-24-14 E 169.10' S 87-47-03 E 19.93' S 43-24-14 W 180.43' along the north side of Jasmine Lane to a point, thence: to a point, thence: to a point, thence: to the point of beginning. • • SIGHT LINE EASEMENT AGREEMENT This Agreement dated this day of , 2013, by and between KOT REALTY COMPANY, LLC AKA KOT REALTY of West Springfield, Massachusetts, (the "Grantor") and THE CITY OF AGAWAM, MASSACHUSETTS, a municipal corporation, (the "Grantee"). WITNESSETH WHEREAS, the Grantor has title to certain real property located in Agawam, Massachusetts, shown on a Plan ___________________ _ which is filed in the Hampden County Registry of Deeds at Book of Plans Book __ --' Page ___ _ WHEREAS, The Grantee wishes to establish and preserve a clearing, to improve traffic sight lines, with no plantings other than ground covers or flowers; WHEREAS, the Grantor and its successors and assigns are willing, in perpetuity, to help preserve that clearing; and WHEREAS, the parties wish to create a sight line easement area (the "Easement Area") on and over a portion of said real property. NOW THEREFORE, in consideration of the sun of ONE DOLLAR & 00/100 ($1.00) AND OTHER VALUABLE CONSIDERATION PAID BY THE Grantee to the Grantor, receipt whereof is hereby acknowledged by the parties hereto, the Grantor conveys to the Grantee and its successors and assigns forever a certain perpetual sight lien easement over Lot I (one) on said plan (see attached Easement) on and over the Easement Area and agrees for itself and its successors and assigns forever, to certain covenants running with the land as follows: 1. Grantor hereby grants to the Grantee and its successors and assigns, the perpetual right to maintain sight lines, without obstruction, across the Easement Area and shall cultivate no plantings on the Easement Area, other than ground covers or flowers. 2. the grantor shall neither construct, nor allow to be constructed, any buildings or structures within the Easement Area. Further, the Grantor shall maintain no temporary or movable items, such as motor vehicles, and the Grantor shall plant nothing except ground covers or flowers with the Easement Area. 3. The Grantor shall otherwise leave the Easement Area in a natural and undisturbed state, except that Grantor shall generally maintain the Easement Area and shall be entitled to remove any unsightly fallen trees, limbs, or other debris within the Easement Area. Grantee may enter onto the Easement Area to perform maintenance; prune, trim, cut, and remove trees and bushes; and otherwise maintain sight lines. • • 4. The Grantor otherwise retain the right to enter into the Easement Area for all purposes not inconsistent with this Sight Line Easement Agreement. Richard M. Pesto KOT REALTY COMPANY, LLC AKA KOT REALTY By ____________________ __ Vadim Kot, Manager CITY OF AGAWAM By __________________ _ COMMONWEALTH OF MASSACHUSETTS County of Hampden ss: On this, the day of , before me, RICHARD M. PESTO, the undersigned officer, personally appeared V ADIM KOT, who acknowledged himself to be Manager ofKOT REALTY COMPANY, LLC AKA KOT REALTY, a Massachusetts limited liability company, and that he as such duly authorized Manager, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name ofthe LLC by himself as duly authorized Manager. In witness whereof I hereunto set my hand. Richard M. Pesto Notary Public My Commission Expires: 12-16-2016 COMMONWEALTH OF MASSACHUSETTS County of Hampden ss: On this, the day of , before me, _-:-_-,-_-:-:-- the undersigned officer, personally appeared , who acknowledged _:-:-____ to be of CITY OF AGAWAM, a municipal corporation" and that as such , being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the CITY OF AGAWAM by as ________ _ In witness whereof I hereunto set my hand. Notary Public My Commission Expires: • • • PERFORMANCE AGREEMENT Kot Development LOTS 1-7 INCLUSIVE THIS AGREEMENT made by and between Kot Realty, a corporation having a usual place of business at 534 Union Street, West Springfield, Massaschusetts, Vadim Kot its Manager, and Vadim Kot, an individual, hereinafter called the DEVELOPER, and the Town of Agawam, Massachusetts, a municipal corporation having a usual place of business at 36 Main Street, Agawam, Massachusetts 01001, acting through its Planning Board, hereinafter called the TOWN; witnesseth: WHEREAS, the DEVELOPER desires to carry out the development of lots I thru 7 inclusive as shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETTS DEVELOPED BY V ADIM KOT 534 UNION STREET, WEST SPRJNGFIELD, MA Plans Prepared By Anderson Associates DATE: January, 2013, revised 1215113 HCRD BOOK PAGE AND WHEREAS, on November 7, 2013, the PLANNING BOARD of the TOWN endorsed plans entitled: KOT DEVELOPMENT IN AGAWAM, MASSACHUSETTS DATE: January, 2013, revised 12/5113 NOW, THEREFORE, in consideration of the approval ofthe definitive Plans by said TOWN, providing for the construction of ways, clearing, grading and installation of municipal services to the above mentioned lots; the DEVELOPER hereby agrees to perfonn the required improvements in accordance with the "Rules and Regulations of the Planning Board as it Refers to Subdivision Control", as amended, and to construct the following items of work in a manner satisfactory to the TOWN: CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of "Rules and Regulations ofthe Planning Board as it Refers to Subdivision Control", amended March 7, 1974, is hereby supplemented by the following descriptions, modifications, additions and deletions. These Construction Standards and Required Improvements shall prevail over those published in Section V and the Defmitive Plans only where there is a discrepancy, and where the Town Engineer detennines that these Construction Standards are more stringent. Wherever the tenn "Massachusetts Standard Specifications" is used it shall refer to "The Commonwealth of Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed., including the latest Supplemental Specifications. The term "Town Engineer" shall mean the Agawam Town Engineer, acting directly or through an authorized representative, such representalive acting within the scope of the particular duties entrusted to him. The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least forty-eight (48) hours in advance of the time when he plans to begin work on any of the improvements required by this Agreement. Failure on the part of the DEVELOPER to provide such notification shall be cause for the TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to insure that the work has been done in a satisfactory manner. • • A. Street and Roadway: The entire area within the street layout shall be cleared of all stumps, brush, roots, boulders, debris and all trees not intended for preservation. All loam, clay, peat and other unsuitable material encountered within the layout shall be excavated and replaced with granular material conforming to Massachusetts Standard Specifications Ml.Ol.O to a depth of 4 feet below the subgrade. Install subdrains where the seasonal high groundwater elevation is within 4 feet of the proposed roadway surface. Subdrain sizes and locations shall be subject to the approval of the Town Engineer and shall be installed wherever necessary in the opinion of the Town Engineer. Subdrains shall conform to Massachusetts Consttuction Standards 209.1.1. All rock encountered within the street layout shall be excavated and replaced with granular material conforming to Massachusetts Standard Specifications Ml.Ol.O to such a depth of 4 feet below the subgrade. Before placing any subbase or base materials, the entire subgrade area shall be fme graded and compacted to not less than 90 percent of maximum dry density as determined by AASTHO Test Designation T99 Compaction Test Method C. Special Borrow for subbase shall conform to Massachusetts Standard Specifications M2.01.1. Subbase and base courses shall be fine graded and compacted to not less than 95 percent of maximmn dry density in accordance with Section 40 I and Section 405 of the Massachusetts Standard Specifications. The DEVELOPER shall be responsible for reimbursing the TOWN for the cost of all soils testing. The roadway surface shall be Class I Bituminous Concrete Type I-I applied in Two (2) courses in accordance with Section 460 of the Massachusetts Standard Specifications. The top course shall not be applied until one (1) winter season has passed since the completion of all underground work within the subgrade area. Only the roadway designs or alternatives shown on the Definitive Plans shall be consttucted. Bitmninous concrete curb conforming to Massachusetts Consttuction Standard 106.2.0, Type 2 shall be installed on both sides of the roadway. Granite curbing shall be installed along the arc of the curve at intersections. Type SA edging shall be used on Places and Lanes, and Type VA vertical curb shall be used on Sub-Collectors and Collectors, unless otherwise directed by the Town Engineer. B. Sanitary Sewers: Submit an "Application for Permit for Extension of Sewerage System" to the Superintendent of Public Works for his recommendation to the Director of the Massachusetts Division of Water Pollution Control. After receipt of a Sewerage Extension Permit, pay all fees and deposits, and apply for a connection to the public sewer. Install asbestos-cement, PVC or approved equal sewer pipe and fittings conforming to Massachusetts Standard Specifications M5.02.7, of the size, class and at the lines and grades shown on the Definitive Plans. The minimum design flexure strength of asbestos-cement sewer pipe shall be class 2400 for sizes 4 and 6 inch diameters and class 3300 for sizes 8 through 12 inch diameter. The minimum PVC sewer pipe class shall be SDR 35, however, special bedding will be required. Building sewer connections shall be at least 4 inch diameter laid at 1/8 inch per foot pitch minimum, and shall be separated from the water services by at least 10 feet horizontally. Building sewer connections shall not be made directly into manholes. Long sweep elbows shall be used for all bends 11 1/2 degrees or greater. A cleanout shall be installed no further than 20 feet upstream of any 45 degree or 90 degree bend. No foundation drains or roofleaders shall be connected to the sanitary sewers. Bedding shall conform to Subsection 230.61, and backfilling shall meet the requirements of Subsections 120.60B, 150.60 and 150.64 ofthe Massachusetts Standard Specifications. A special bedding of sand borrow conforming to Ml.04.0 Type shall be well compacted around all PVC sewer pipe a minimmn distance of I foot. Where the bottom of the trench is, in the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width and depth ordered by the Town Engineer, and shaIl replace all unsuitable materials, as directed, with a well compacted foundation consisting of granular material conforming to Ml.02.0 (maximum stone size of2 inches) or crushed stone conforming to M2.01.1 of the Massachusetts Standard Specifications. Where rock is encountered it shall be removed to a depth of 1 foot below and from all sides ofthe pipe or sttucture. Precast concrete sewer manholes shaIl conform to Agawam Consttuction Standard 202.4.1 and shall be installed in accordance with Section 201 of the Massachusetts Standard Specifications. Pipe connections to manholes shall be made with a flexible rubber boot and shall be cast in a 6 inch concrete collar. Inverts shall be brick conforming to Massachusetts Stand Specifications M4.05.1. Preformed bituminous joint filler shall conform to M3.05.3 and cement concrete brick for adjusting frames and covers shaIl conform to M4.05.0 of the Massachusetts Standard Specifications. Type A frames and covers shaIl conform to Massachusetts Consttuction Standards 202.6.0 and 202.8.0, and shaIl have the word "SEWER" imprinted in 3 inch high letters on the cover. The DEVELOPER shall furnish the labor and equipment, test plugs, gauges and appurtenances necessary for air testing all sanitary sewer pipes. Ifleakage of air at 4 psi exceeds 0.15 CFM per Page 2 • • square foot in any section of pipe, as detennined by the Town Engineer, the DEVELOPER shall locate the leaks and repair them at his own expense. In no event shall the total infiltration or exfiltration including manholes, exceed the equivalent of 100 gallons per 24 hours per inch diameter per mile of sewer main, in any section of the sewer system, as detennined by the Town Engineer. C. Drainage: If any stonn drains are to be connected to the TOWN drainage system, the DEVELOPER shall apply to the Superintendent of Public Works for a pennit to connect to the public stonn drains, and pay all fees and deposits required. Install reinforced concrete stonn drain pipe confonning to Massachusetts Standard Specifications MS.Ol.l, of the size, class and at the lines and grades shown on the Definitive Plans. Stonn drain connections to foundation drains and roof leaders shall be installed as shown on the Definitive Plans, and shall be at least 4 inch diameter laid at 1/8 inch per foot minimum pitch. The minimum flexure strength of 4 and 6 inch diameter asbestos cement pipe shall be class 2000 D. The minimum PVC pipe class for stonn drain connections shall be SDR 41, however, special bedding will be required. Bedding shall confonn to Subsection 230.61, and back-filling shall meet the requirements of Subsections 120.60B, ISO.60 and ISO.64 of the Massachusetts Standard Specifications. A special bedding of sand borrow conforming to Ml.04.0 Type b shall be well compacted around all PVC drain pipe a minimum distance of I foot. Where the bottom of the trench is, in the opinion of the Town Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a well compacted foundation consisting of granular material confonning to Ml.02.0 (maximum stone size of2 inches) or crushed stone conforming to M2.0l.! of the Massachusetts Standard Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from all sides of the pipe or structure. Storm drain manholes and Type C (Slope) catch basins shall conform to Agawam Construction Standards 202.2.1 and 201.3.1 respectively. Precast concrete catch basin tops shall be as manufactured by New England Precast Concrete, Agawam, MA; Arrow Concrete Products, Inc., Granby, CT; or approved equal. Cement concrete brick for inverts and adjusting frames and covers shall conform to Massachusetts Standard Specifications M4.0S.0. Manhole frames and covers shall be Type A confonning to Massachusetts Construction Standards 202.6.0 and 202.8.0 and shall have the word "DRAIN" imprinted in 3 inch high letters on the cover. Class A cement concrete masonry and steel reinforcement work shall confonn to Section 901 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions indicated on the defmitive Plans, and as directed to close conformity with the lines and grades established by the Town Engineer. Headwalls shall be built in accordance with Massachusetts Construction Standards 206.4.0 or 206.6.0. Rip-rap, channel paving and stone for pipe ends shall consist of furnishing and installing uniformly placed stonework at the lines and grades shown on the Definitive Plans, in accordance with Section 2S8 and 983 of the Massachusetts Standard Specifications. Stone shall confonn to M2.02.3 with the exception that rounded cobbles meeting the weight specifications may be used with the approval of the Town Engineer. D. Water: Install 8-incb Class S2 cement lined ductile iron water mains, or larger as shown on the Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard Specifications MS.OS.3, Class S2. Joints shall be bell and spigot elastomeric gasket rings conforming to ANSI Specification A21.11. Standard laying lengths shall not exceed 20 feet. Ductile iron pipe shall be polyethylene encased in accordance with ASTM Specification A674. Hydrants shall be Protectop Type S as manufactured by A.P. Smith Manufacturing Co., East Orange, Nl; or approved equal. Hydrants shall have a 5-inch main valve seat, a bury length ofS.S feet minimum, or as required for each individual installation, and shall be furnished with rwo (2) 2 112 inch hose nozzles. One (1) additional 4 112 inch steamer nozzle shall be furnished on the hydrant when deemed necessary by the Town Engineer. A hydrant tee and valve shall open left, counterclockwise. Gate valves shall be New York Metropolitan Standard meeting the requirements of A WWA Specification CSOO, and shall have mechanical joint ends. Valve boxes shall be 4 112 inch diameter and the cover shall include the word "WATER" cast in the top. Corporations shall be New England Standard and shall be Mueller H-lS002, Ford F-600NE, or approved equal. Curb stops shall be New England Standard and shall be Mueller H-lS212, Ford 222-333 SW, or approved equa\. Type K copper tubing for water services shall be a minimum of 3/4 inch diameter. Where rock is encountered it shall be removed to a depth of I foot below the bottom of the pipe. Only granular material approved by the Town Engineer shall be used as backfill in any trench excavation. Page 3 • • E. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway of such width as is shown on the DefInitive Plans. The gravel subbase and base courses shall consist of.6 inch gravel subbase and 2 inch processed gravel base conforming to Massachusetts Standard SpecifIcatious Ml.03.0 Type b, and Ml.03.1 respectively, and said cOurses shall be wider by 3 inches on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall be 2 inches thick laid in two (2) courses I inch each, and shall conform to the applicable requirements of Section 701 of the Massachusetts Standard specifIcations. Treebelts shall be constructed on both sides of the roadway to the width indicated on the DefInitive Plans. Loam meeting the requirements ofMass.chusetts Standard SpecifIcations Ml.05.0 shall be placed to a minimum compacted depth of6 inches. The DEVELOPER shall submit samples of the loam to the Town Engineer for analysis and determination of the amount oflime and fertilizer required. The work shall conform to Section 760 of the Massachusetts Standard SpecifIcations, and the grass seed shall meet the requirements ofM6.03.0. A copy of the seed certifIcate shall be submitted to the Town Engineer. The treebelts shall be watered, reworked, and reseeded as necessary to develop a satisfactory stand of grass. F. Utilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be responsible for the cost oflighting until the street is accepted by the TOWN. Street lights shall be the type adopted by the Utility Committee of the Town Council. All underground utilities and service connections shall be installed prior to the construction of the roadway surface. G. Inspection: The DEVELOPER shall notify the Department of Public Works of the TOWN at least forty-eight (48) hours in advance of the time when he plans to begin or resume work on any of the improvements required by this Agreement. The TOWN will charge the DEVELOPER at the hourly rate established by the Department of Public Works for inspecting the work. No work will be accepted by the TOWN which has not been inspected on a daily basis during its progress. The presence of an inspector shall in no way relieves the DEVELOPER from full responsibility for completing the required work and providing the workmanship and materials specifIed. H. Shade Trees: On each lot two (2) shade trees shall be planted within twenty (20) feet from the street line and located so as not to conflict with underground utilities and sight distances. At the discretion of the Tree Warden, the shade trees may be planted on the treebelt within the street layout. Trees shall be 2 112 inches minimum in diameter, balled, burlaped, native and hardy species as approved by the Planning Board, and shall be planted subject to the direction of the Tree Warden. The DEVELOPER shall guarantee for one (I) full year that the trees remain alive and healthy. I. Clearing and Grading: Clear and grade the site as shown on the DefInitive Plans. All areas not to be paved which are disturbed by the DEVELOPER shall be limed, fertilized, seeded, mulched, watered, reworked and reseeded as necessary until a satisfactory stand of grass takes hold to prevent erosion. Any work performed on the banks of streams, drainage ditches or swales shall receive priority. Mulching and seeding for erosion control shall conform to Section 767 of the Massachusetts Standard SpecifIcations. Seed for erosion control shall meet the requirements ofM6.03.1. Where indicated on the DefInitive Plans or deemed necessary by the Town Engineer to prevent erosion, haybales shall be placed. Hay bales shall meet the requirements ofM6.04.1 and shall weigh at least 50 pounds each. Hay bales shall be placed in uniform rows and secured to at least two (2) 2" x 2" x 36" stakes driven into the ground to prevent overturning, floatation, or displacement. Any deposited sediment that collects at the hay bale structures shall be removed periodically as directed by the Town Engineer. Lightweight paper netting shall be applied on slopes steeper than 3: I and on seeded areas shown on the DefInitive Plans or as directed by the Town Engineer. The netting shall be secured to the ground with I" x I" x 12" stakes spaced no more than 6 feet apart to prevent it from blowing or washing away. The netting shall be removed when and as directed by the Town Engineer. J. Loam or Topsoil: No loam or topsoil shall be removed from the subdivision until all work is completed, and then only with a special permit from the Board of Appeals as required by Section 20-8(g) of the Town Code. K. Excavations: All excavatiens within the street layout, and to dwellings shall be barricaded, protected, lighted at proper times, and promptly backfIlled as required by the Superintendent of Public Works and the Chief of Police. Any person not directly employed or under contract with the DEVELOPER, who wishes to excavate within the street layout must first obtain a permit from the Superintendent of Public Works as required by Section 16-4(a) of the Town Code. Right of entry or an appropriate utility easement must be given before a permit will be issued. L. Pennits: Each lot line must be clearly marked, and the lot identifIed by lot and street number, before the Building Inspector will make any inspections. Any sign required to be erected under an Order of Conditions issued by the Conservation Commission shall be maintained in good condition until a CertifIcate of Compliance is obtained by the DEVELOPER. Page 4 • • M. Protection of Natural Features: All natural features to be preserved shall be suitably protected by the DEVELOPER during construction. The DEVELOPER shall notity the Tree Warden at least one (I) week prior to clearing ofthe site. No evergreen tree, shrub or tree over 8 inches in diameter outside the street layout and building site shall be removed without the consent of the Tree Warden. N. Cleaning Up: Before fmal inspection, the total area shall be cleared of debris, both natural and materials generated by construction. The particular attention of the DEVELOPER is directed to the requirement that on the day of the fmal inspection all paved areas must be swept and the drainage structures cleaned. O. Monuments: All monuments shown on the Defmitive Plans shall be set, and their installation shall be certified by a registered land surveyor as of the date offmal inspection. Monuments marking the street layout shall be granite or precast concrete bounds conforming to Massachusetts Specifications M4.04.8 or M4.06.I, set flush with finish grade. Iron pipe I 112 incb diameter, scbedule 40 galvanized, 3 rcet long, may be used at lot corners, except where a granite or precast concrete bound is required for marking the street lines. P. Street Acceptance: The DEVELOPER shall submit to the Town Engineer for review the final street layout plans and legal description suitable for recording in the Hampden County Registry ofDeeds. The plans and description shall both meet the standards of the Street Acceptance Committee and the Department of Public Works, and shall be revised if required by the Street Acceptance Committee after an on-site public hearing. After completion of all of the improvements required by this Agreement, the DEVELOPER shall submit to the Town Council a Petition for Street Acceptance; and an Affidavit, releaSing the TOWN from all damages which the DEVELOPER and his successors or assigns may incur by reason of acceptance of the street by the TOWN; together with the Street Acceptance Plans referred to above. Page 5 • • PERFORMANCE GUARANTEE: The DEVELOPER shall guarantee to the TOWN the faithful performance by tbe DEVELOPER within two (2) years after the date of this Agreement, or any extension thereof, of all work required berein. The DEVELOPER shall also repair, to the satisfaction of the TOWN, any damage to or failure of any completed work which may occur during the term of this Agreement. lfthe DEVELOPER fails to perform the work within the time specified and in accordance with the terms oflhis Agreement or, in the event that the DEVELOPER shall not satisfY all claims and demands incurred in connection with said improvements and work as herein specified, the DEVELOPER shall pay to the TOWN an amount of money which will equal the measure of damages sustained by the TOWN as a resuIt of the failure to perform the work. The measure of damages shall be established by determining the lowest reasonable cost to complete the work unfmished plus reasonable administrative expenses, attorney's fees and legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN need not expend any funds to establish the said measure of damages, said measure of damages to be established by reasonable estimate to complete the said work plus the said administrative expenses, attorney's rees and legal costs herein mentioned. The DEVELOPER further warrants that all work done under this Agreement will be performed and completed in a workmanlike manner, and that the said work will be fit for the use intended. Page 6 • • NOTIFICATION OF COMPLETION: Upon completion of all work required herein, the DEVELOPER shall notifY the TOWN, by registered mail sent to both the Town Clerk and the Planning Board, that the work is ready for final inspection with respect to the release of the Performance Guarantee. Release of the Performance Guarantee is contingent upon all work being completed in accordance with the Construction Standards and Required [mprovements included herein. IN WITNESS WHEREOF, this instrument is e~ in four (4) counter parts, each one of which shall be deemed an original this the IO-r-j,. day of;! ,ciflker-, 20a. ATTEST: DEVELOPER 1..'~J--~ (Witness) KOnEALTY 7 W By t!~ \ Vadim Kot, Manager (Witness) TOWN TOWN OF AGAWAM, MASSACHUSETTS PLANNING BOARD DATE: APPROVED AS TO FORM: Page 7 Pamela Kerr ( • Page 1 of 1 From: Cole Fitzpatrick Sent: Wednesday, December 04,20133:50 PM To: Pamela Kerr; Deborah Dachos Cc: Michelle Chase Subject: RE: memo Pam and Debbie, We have reviewed these easements and they are both accurate. However, we wanted to bring to your attention that this did not provide any details regarding the sight distance easement we are going to need on 519 Cooper St (lot 1). Thanks, Cole Fitzpatrick Civil Engineer I 413-726-2816 cfitzpatrick@agawam·ma.us From: Michelle Chase Sent: Wednesday, December 04, 2013 2:40 PM To: Cole Fitzpatrick Subject: FIN: memo Please check over these easements to make sure they are accurate. We check the closure by drawing the lines using the bearings and distances in CAD to make sure they close properly. You can scan the plans and import them into CAD to help check. Henry or mike should be able to help you with this. Or let me know if you have any questions. Thanks Cole. Sincerely, Michelle C. Chase, P .E. Town Engineer P: 413--821-0625 F: 413-821-0631 Agawam -Engineering Division 1000 Suffield Street Agawam, MA 01001 wwwagaWlllP rna us rI2 Please considerthe environment before printing this email From: Pamela Kerr Sent: Wednesday, December 04, 2013 2:32 PM To: Michelle Chase Subject: memo Hi Michelle -We received the easements today for the Kot subdivision. Please see attached memo. Thanks, Pam Pamela R. Kerr Administrative Assistant Office of Planning & Community Development 413 786-0400, ext. 8737 413 726·8737 (direct) Fax 786·9927 1214/2013 Pamela Kerr • From: Sent: To: Cc: Subject: Pamela Kerr Friday, November 22,20139:39 AM Cole Fitzpatrick 'planning@agawam.ma.us'; Michelle Chase Kot Attachments: Kot Order of Conditions.pdf • Page 1 of 1 Hi Cole -Attached is the Order of Conditions for Cooper Street. Mr. Huot indicated that Engineering was going to allow some work to begin on this project next week. Please be aware that the plans have not been signed or recorded; no easements have been submitted yet and a Covenant has not been signed. We also have not received proof of recording of the Order of Conditions. Pam Pamela R. Kerr Administrative Assistant Office of Planning & Community Development 413786-0400, ext. 8737 413726-8737 (direct) Fax 786-9927 12/612013 Pamela Kerr • Page 1 of 1 From: Michelle Chase Sent: Friday, November 22, 2013 11 :43 AM To: Pamela Kerr; Cole Fitzpatrick Ce: Deborah Dachos Su bject: RE: Kot Deb, Pam, Randy Wilson and Vadim Kot were just here for the pre-construction meeting for Jasmine Lane (they said they added the "e" to the end of Jasmine). I told them that they need to come down to your office to make sure you and conservation commission are all set with them going forward. I told them that we wanted to limit what is cleared out there and that erosion and sediment controls are needed per plans and order of conditions. They may need to install a temporary construction detention area as well and we would all need to work with the Conservation Commission. They are really pushing to get the utilities (water and sewer) in off the roadway before the weather turns. The DPW does the connection to the water main and brings it into the site and they are busy with other work right now. So that is what is holding things up right now on that end. Can I assume it is ok for the DPW to go forward with that water connection before the other items you listed are complete? And then Wilson/Kot would need to wait until the items you specified are complete before going into the project site with the work? We are reviewing the mylars and will bring them to you today if they are ready for signatures. Let me know if you have any questions or want to discuss. Sincerely, Michelle C. Chase, P.E. Town Engineer P: 413-821-0625 F: 413-821·0631 Agawam -Engineering Division 1000 Suffield Street Agawam. MA01001 www·agRwarn ma.us ~ Please consider the environment before printing this email From: Pamela Kerr Sent: Friday, November 22, 2013 9:39 AM To: Cole Fitzpatrick Cc: Deborah Dachos; Michelle Chase SUbject: Kot Hi Cole -Attached is the Order of Conditions for Cooper Street. Mr. Huot indicated that Engineering was going to allow some work to begin on this project next week. Please be aware that the plans have not been signed or recorded; no easements have been submitted yet and a Covenant has not been Signed. We also have not received proof of recording of the Order of Conditions. Pam Pamela R. Kerr Administrative Assistant Office of Planning & Community Development 413786-0400, ext. 8737 413 726-8737 (direct) Fax 786-9927 11/22/2013 • MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Mylars -Cooper Street -Kot DATE: November 21, 2013 Please review the attached mylars for the Kot Definitive Plan to be sure they are ready for the Board's signatures at their December 5th meeting. Thank you. DSD:prk • Complete Items 1. 2. complete Item 4 W Restr1cted DelIvery Is desired. • Print your name ~ on the reverse so that we can reinin the 'card to you. • Attach this card to the back of the maIIpleoe, or on the front n spaI:& pennlls. 1, Article_to: VadimKot P.O. Box 1041 West Springfield, MA 01090 B. D. H YES. en ... deIiv"Y _ below: 0 No 3. _'type ~ Mall 0 Expreoa Mall o Reg1sIsoad 0 Return Rece/pI for Merohan:lIoe C __ IJ c.o.o. 14• RtlSblct8d 0eIIveIYI (&1m Feo) IJ Yes 2._1 ~ 7012 1010 0001 6768 5131 PS Form 3811. February 2004 1Q2S95-02.M-1540 UNITED STATES PoSTAL SERVICE IIIIII First-Class Mall Postage & Fees Paid USPS Permit No. G~10 • Sender: Please print your name, address, and ZIP+4 in this box· TOWN OF AGAWAM 36 MAIN STREET AGAWAM,MA 01001 PLANNING BOARD Certified Mall Provides: • A mailing receIpt • A unique identifier for your mailpiece • A record of delivery kept by the PostaJ $e1'V1ce for two years Important R6mlndels: • Certifiea Mall may ONLY be combined with First..class Mall(, or Priority Maila- • Certified Mail Is not available for any class of international mail. • NO iNSURANCE COVERAGE is PROViDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. ~ obtain Return Receipt seMce, please complete and attach a Retutn Receipt (PS FO/l1l3811) to the artICle and add applicable postage to cover the fee. Endorse maifplece Retum Receipt Requested". To fecelve a fee waivof for a duplicate relurn receipt, a USPs. postmark On your Certified Mall receipt is requlroo. • For an additional fee, delivery may be restricted to 1he addressee or addressee's authOrized a~ent. Advise the clerk or ma~ the mailpiece with the endorsement "RssfrictedVelivery-, • If a pDstmark on the Certified Mail receIpt Is desired, please present the arti~ cle at the post office for postmarking. If a postmark on the CertifIed Mail receipt Is not needed, detach and affix label with postage and mail. IMPORTANT: Save Ihis receipt and pres.ntll when making an Inquiry. P$ Foon3800, August 2006 (Rever8B) P$N: 753()..(l2..()Q(}9047 " • • • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 November 8, 2013 VadimKot P.O. Box 1041 Tel. 413-786-0400 Fax 413-786-9927 West Springfield, MA 01090 Dear Mr. Kot: 2: = .. -:::: At its duly called meeting held on November 7, 2013, the Agawam Planning Board vo~ to approve the revisions to the Definitive Plan entitled "Kot Development, Agawam, - Massachusetts", prepared by Anderson Associates and with a [mal revision date of 0 I 0/24113 with the following conditions: 0 • The October 24,2013 Engineering Department comments (attached) are to be addressed; • a Performance Agreement and Covenant shall be executed and submitted to the Board for its signatures; • no additional lots shall be created without following the. procedure for defmitive plan approval as described in Chapter 41 of the Massachusetts General Laws; and • executed copies of all easements shall be submitted to the Planning Board for its signatures. Two sets of mylars are to be submitted for the Board's signatures. If you have any questions, please contact this office at 786-0400, extension 8738. Sincerely, Travis P. Ward, Chairman AGAWAM PLANNING BOARD cc: Eng. Dept., Bldg. Insp., Assessors, Town Clerk, File #8720, Anderson Associates • , To: cc: From: nate: Subject: • • TOWN OF AGAWAM Department 0/ Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 ()(j31 Cbristopher J. Golba • Superintendent MEMORANDUM Conservation Commission; Anderson Aasociatcs File &gineering Division October 24, 2013 Cooper St Subdivision -K.ot Custom Homes -Response to DEP Comments Anderson Associa1eB has changed the plms in response to the r.omments from the DEP. the pond is DOW labeled as a retention pond rather than a de1altion basin, the emergency overflow control $I:I1IdUre and overflow outlet pipe hu been removed and a 10' wide spillway hu been added at the top of the pond. The chan.acd drywell detail needs to be revised per Engineering's di!cussion with Anderson Associates. Euginecring recolllJDelld. the project for approval on the condition that AndcnIon Associates submits l1li approved detail for the dry well and beehive grate top to be looated in the middle of the reItlntion pond. An example dry well and beehive lop detail has been attached for n:ference. Sincerely, ~. TownEngin_ Civil Eogineer I 8:IIIUBDMCOOPER IlREET· K<m' .... ,S· CCDDC • I • • LEACHING BASIN DETAIL .. --~,~--,-."_.,, .. _-..... '--~.-~ .• -... -.-.. ~-., . '~'~-.. -~-.', .-~,---.. -. .,~.-.. _-.-" , 11: ' t' .. I . '-If--""tO:"'-L(WJ"'::""1INl~ • J • • BEEHIVE GRATE . ---.-~--. .-..---.-~-------. ~NE.DWi foUf.lORV COMPANY· R -2560 SERIES ---. N.T.S. L ,N.TiS. To: CC: From: Date: Subject: • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413)821 0600 • Fax (413) 821 0631 Christopher J. Golba • Superintendent MEMORANDUM Conservation Commission; Anderson Associates File Engineering Division October 24,2013 Cooper St Subdivision -Kot Custom Homes -.Response to DEP Comments Anderson Associates hasc~ the plans in response to the comments from the DEP. The pond is now labeled as a retention pond rather than a detention basin, the emergency overflow control structure and overflow outlet pipe has been removed and a 10' wide spillway has been adQed at the top of the pond. The changed dryweU detail needs to be revised per Enginecring'sdiscussion with Anderson Associates. Engineering recommends the ~ect for approval on the condition that Anderson Associates submits an approved detail for the dry well and beehive grate top to be located in the. middle of the retention pond. An example dry well and beehive top detail has been .~hed for reference. Sincerely, ~~ Town Engineer Civil Engineer I S:\SUBDIW:OOPER STREET· Kon'D-24-13· CC.DOC • • LEACHING BAS IN DETAIL ----." ,,,., ..• , . -,,--.-.""~'''--''-.-~------. .--.-~-'------ II~ . tlLOQ<. .vlP~TAA : .1 ~:talCl,V TI-I 10 Lll -HOIH,fOIO l'OI.).JtOf''l'LfN1', OUPOHTmo~. ~::1~·; 011 . . . . '\4~>O- • • . BEEHIVE GRATE -NmwI.foDNORY -COMPANY: R :2560--S£RIES--- DETAIL !( '.' .~l.+ __ ,;,_--"-_ .. __ ._".:,-4,.l;u'~ J ~1' L . 56"· ......... '_., ." ... -.' j N.T.S. •• • • I COMPLETE THIS SECTION ON DELIVERY , • Complete itemI! t •. _ Also complete A. SIgnature Item 4 ff ~ Is desired. X \ ~~ [J Agent • Print your name and address on the reverse 0_ sc that we can rettJm th& card to you. B. Name) c. Dat& of Dofwe<y • Attach thls card to the back of the mailplece. " or on the front n space pennits. aVes o. Is delivery _ 11 1. Article Addressed to: U YES. em.r d . ONo ., O~T ~~~ "-;:i( Vadim Kot 2013 Jo. P.O. Box 1041 3. _Type '?f ro ",!)/' West Springfield, MA 01090 iIt CertIfied Mall ~ Mall a R&gIsb>iO<! a -., ~ fa """"' .. _ a_MalI ac.o.o. 4. _lebo. DeIIwry? /BdRI Roe) aYes 2. __ {llansI'er-7007 2680 0001 8947 5053 PS Fonn 3811. FeIJnJary 2IlO4 UNITED STATES POSTAL SeRVICE 111111 First-Class Mail Postage & Fees Paid uSPs Permit No. G-l0 • Sender: Please print your name, address, and ZIP+4 in this box· TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MA 01001 PLANNING '1,1" 11III Ii j,I"", i 11,1', 1;11i /1,11111,1 1, i /1 I, /'), i 11"'11//1 m Lll a Lll f"-::r- 0- ¢J POSlaoe $ CerlifiedFee r'I P(J.Stmark a Re1um Receipt Fee Here a (Endorsement Required) a a Restricted Delivsry Fee (Endorsement Aaqulred) ¢J ...0 ru Total Pos1agEi & Fees $ f"-a a f"- Certified Mail Provides: • A mailing reoetpt • A unique identifier tor your mallpJece • A record of delivery kept by the Postal Service for two years Imports.! Reminders: • Certffled Mail may ONLY be combined with First-Class Maibr, or Priority Mail& • Certified Mail is notavallabJe for any cfass of intemational mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For sfl,..addltlonaJ fee, a Return Receipt may be requested to provide proof of delivery. To obtain Retum R900ipt seMoa, p[ease complete and attach a Retum Aecell.'1l (PS Form aSH) to the article and add applicable postage to cover the fee. Endorse mailplsce 'Return Receipt Requested", To receive a fee waiver for a dupUcate return receipt, a USPSs postmark on your Certified Man receipt is reqUf'ed. • For an additional fee, d9liv&fy may be restricted to the addressee or addreasee's authorized agen!. Advise the clerk or matl( the mailplece with the endorsement ~R6stticted Defivel)"'. • It a postmark on the Certified Man receipt Is desired, please ,present the arti-cle at the post office for postmarking. If a postmark on the Certified Mail receipt Is not needed. detach and affix labe, with postage and mall, IMPORTANT: Save thl. re.llpt and pr ••• nt It when makinG an inquIry. PS Fonn 3800, August '20()6 ~)PSN 1S3O-Q2..()O(HlO47 • • Town of Agawam 36 Main Street Agawam. Massachusetts 01001-1837 PLANNING BOARD October 4, 2013 VadimKot P.O. Box 1041 West Springfield, MAOI090 . Dear Mr. Kat: Tel. 413-786-0400 Fax 413-786-9927 I -..J '" '.0 At its duly called meeting held on October 3,2013; the Agawam Plarming Board voted to approve the Definitive Plan entitled "Kot Development, Agawam, Massachusetts", prepared by Ander.son Associil.tes and with a final revision date of 9/20/13 with the following conditions: . . • The October 3; 2013 Engineering Department comments (attached) are to be addressed; . • a Performance Agreement and Covenant shall be executed and submitted to . the Board for its signatures; • no additional lots shall be created without following the procedure for definitive plan approval as described in Chapter 41 of the Massachusetts General Laws; and • executed copies of all easements shall be submitted to the Planning Board for its signatures. In other business, the Planning Board approved a waiver Section 159-8 to allow for a <:Iistance of 55' ± from the new street to Brien Street. , \ i • • -2- Two sets of mylars are to be submitted for the Board's signatures: If you have any questions, please contact this office at 786-0400, extension 8738. Sincerely, 7-1-~ f?~o-{ b.1J::.. Travis P. Ward, Chainnan AGAWAM PLANNING BOARD cc: Eng. Dept., Bldg. Insp., Assessors, Town Clerk, File #8720,Anderson Associates To: cc: From: Date: Subject: • • TOWN OF AGAWAM Department of Public Works 1000 SuffieJdStreet • Agawam, MA 01001 Tel (413) 821 0600· Fax (413)8U0631 Christopher J. Golba • S .. perlDtendeilt Planoing Boald . File Engineering Division Ocfobcr 3, 2013 .. . Cooper StSuJ)(livision ~ Kot Custom HQID,eS-Plans received:· Sep 24, 2013 Per your request, Engineerkg~ reViewed the above refereoced plans by I,nlkrson Associates. A perco1ation test was performed in the locatioD ofthcpropOaeddetcntiOllpondalllni"mi!t~~pere rate for this projoct.A complete hard copy lid offinaJj71'JC! plaDs shall be submi1todfofOurrecoid~f,t.gineeting recommends ·tbat approval of the plans with the cOIlditiOll .that the driveway for Lot·l be movedtO~endofthe parcel OIl the new street. . iJtJrL ~~ .. ~ 'chelle C. Chase, P.E. .. . .. ..••. . . Town Engineer .. S:\SUBOlll'COOPER STR!ET· Kan1 114-13 -PLANNING 1ICWUl.ooc a~c Cole Fitzpatrick';E.l;T, Civil N.gin_ I To: cc: From: Date: SubJeet: • • TOWN OF AGAWAM Department of Public Works Planning Board . File 1000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 821 0631 Cluiatopher J. Golba •. SlIpft'iiiteDdent . MEMORANDUM Engineering Division October 3, 2013 Cooper St Subdivision -Kat CQStom Homes -Plans raved: Sep 24, 2013 Per your request, Engineering has reviewed the above refaeuced plans by Alldcnon Associas. A pen:olation lest was performed in the location of the ~ detetrtioD pond and bas met the required pen: .... for this project. A complete hard copy set of finllj?W! plans shall be submitted for our recordi. Engineering reCDIIIJJUIIIds that approval of the plana with the condition that the chiveway for Lot 1 be moved to eastern end of the pal'«1 011 the new street. ~(!. . bel1e C. Chase, P .E. -Towu&gin_ S:\SUBOJIIICODI'ER S"TREET. KOTIl(1.3.U· PLANNING IIOMD.IlOC September 19.20 \3 Re: Kot Development Vadim Kot 519 Cooper Street Agawam, MA Dear Planning Board, Anderson Associates 375 Walnut Street Ext. P.O. Box 382 Agawam, Massachusetts 01075 Tel. 413 525-4145 Fax 413 273-1776 We are requesting that you continue the public hearing ofSepternber 19,2013 to the next meeting so that we can address the concerns of the Engineering Department. i~~incerelY, .r /'1 t. J ------L '-~~rJ( "~J~-- Ronald R. Huot PLS • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 811 0631 Christopher J. Golba • Superintendent To: CC: FroID: Date: Anderson Associates File Engineering Division Septembcc 5, WI3 MEMORANDUM Subject: Definitive Subdivision Plan -Shepard Estates -Kot Custom Homes Eogineering has reviewed the revised subdivision plans for Shepard Estates lOcAted off of Cooper SI, Agawam, MA; Prepared for: Kot Custom Homes; Prepared by: Anderson Associates, 375 Walnut St Extension PO Box 3&2, Agawam, MA 01001; Scale: I" = 40'; DIIted: 08-25-2013," and we have the following COJDJDeDts: Geural I. Grading Plan-Basin NOIl:s: There is still something wrong with ~ 4. 2. The Riparian Lines and BVW Buffer Lines shown on Sheet 5 should bave a different line weight 8DdIor line type in order to better distinguish them from the ping contours. Deteptjop Popd 3. The Engineering Division is still reviewing the stonnwater caiculstions and detention pond design. 4. A perc leSt will need 10 be conducted 811he 1oc;ation of the detmtion pond 10 verify the infiltration inputs used in stormWa1cr moderling. . Grading Plan (Sheet 8) 5. The road grading plan shoWcl show enough spot gJBdes 10 prevent puddles from forming in the io1a\gection. Engineering has not completed its review of these plans and reserves the right 10 make additional comments as new information and revised plans are submitted.. If you haw any questions please do not hesitate 10 contact 1his division. Sincerely, ~3:tVk-MJChlIeiF:Albro, P.E. Assistant Town Engineer s:\suIIdi"-_. kDl'oopt Sd\.,' 'M ' _.doc • Memorandum To: Planning Board CC: Chief Robert Campbell From: Sergeant Richard Niles Date: 8/20/2013 • Re: DeJrnitive Subdivision Plan -Cooper St. -Kot Based upon the information provided, this project would appear to create little negative impact to pedestrian, bicycle, and/or motor vehicle trame safety, Respectfully Submitted A-J-({Jv~ Sergeant Richard Niles Safety Otticer Agawam Police Department ,tenant E . 'ranie Bureau Commander Agawam Police Department RECEIVED /l.UG 23 2n13 AGAWAM PLANN'NG BOARD 1 • • Town of Agawam ·36 Main Street Agawam, Massacbusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: .. Erik Wight, Building Inspector . FROM: Planning Board LX.b . SUBJECT: 519 Cooper Street DATE: . August 16,2013 At last .night' s public hearing on the Definitive Plan for Kot on Cooper Street, the Board heard complaints from the abutters regarding 519 Cooper Street. Residents stated that the house is not being used as a single family house and there is also a business being run out of the house. The Board agreed to forward this information to you. MRPIDSD:prk To: CC: From: nate: Subject: Planning Board File TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J. Golba • SuperinteDdeat MEMORANDUM Engineering Division August 15th, 2013 Definitive Subdivision Plan -Shepard Estates -Kat Custom Homes The Engineering Division is working closely with Anderson Associates on the Definitive Subdivision Plan proposed for Cooper S1reet. At this point, we arc not ready to recoinmcnd approval for this subdivisioo as there are changes that must be made to the plans. Additionally, we are still in the process of reviewing the stormwater calculations. Sincerely. Cole Fitzpatrick, E.I. T. Civil Engineer I s:\oubdl>looopc:r""" .1a>NUa IS PilnDinl bon ........ doc MicheUe C. Chase, P. Town Engineer , • • ADDENDUM KOT DEVELOPMENT DEVELOPED BY VADIM KOT POBOX 1041 WEST SPRINGFIELD, MA ANDERSON ASSOCIATES RONALD R. HUOT PLS 375 WALNUT STREET EXT. AGAWAM, MA 01001 CNIL ENGINEERING ASSOCIATES ROBERT M. CAFARELLI PO BOX 916 SOUTH DENNIS, MA ENVIRONMENTALIST MICHAEL MOCKO 1200 CONVERSE STREET LONGMEADOW, MA • • May 28, 2013 Revised: August 9, 2013 Re: Vadim Kot 519 Cooper Street Agawam,MA Environmental Stndy Anderson Associates 375 Walnut Street Ext. P.O. Box 382 Agawam, Massachusetts 01001 Tel. 413 525-4145 Fax 413 273-1776 The proposed subdivision is consistent with the Town Master Plan and conforms to the existing zoning (Res A-2 and Agriculture) which allows for the development of six lots and one existing lot that fronts on Cooper Street. The existing topography shows that for the most part is a fairly flat parcel of open area and no large trees. The soils are classified as WnA Windsor soils which are sandy and well drained. The estimated water table is estimated at being greater than 6 feet. The site has access to both Town sewer and water and the proposed six single-family homes will have minimal impact on these services. The developer is going to construct an on site detention system for drainage. The site does have wetlands on the site which have been mapped and an NOI will be filed with the Conservation Commission. The development will have minimal vehicular traffic as only six hOee~~A traffic study has been done and submitted. The site will not have~1 als stored or produced on site. Rw:; . /I.\lll 09 'I.\)\) AGA'I4~ARO p\.AtlN\tlG • • Time & Sequence of Development Once plans have been approved the street will be staked for clearing and brought to sub grade. The pond area will be staked and pond with outfall area will be installed. The street drainage will be staked and drainage will be installed. After this the sewer will be staked and installed followed by the water mains and hydrant staked and installed. The service laterals will be done for individual homes followed by road grades and first layer of pavement. Then the construction of homes will begin. Once all homes are constructed the final installment of pavement along with sidewalks will be done and final inspections will be conducted and street acceptance plans provided. The proposed homes will range in size from 1800 s.f. to 2400s.f. and price could be between $250,000 and $400,000. Town-development relationship The development of this parcel is consistent with the Town Zoning by Law and is consistent with the other homes located in this area of Agawam. Sincerely, Ronald R. Huot PLS • • Anderson Associates 375 Walnut Street Ext. • P.O. Box 382 Agawam, Massachusetts 01001 Tel. 413 525-4145 August 9, 2013 Re: Vadim Kot 519 Copper Street Agawam,MA Fax 413 273-1776 To Agawam Planning Board, This is to request a waiver from the planning board subdivision regulation Section 159-8 requirement that there be 300' between intersecting streets. The distance from the proposed street to Tracy Drive is over three hundred feet but the distance to Brien Street is 55'+-. This intersection is between the existing City of Springfield Water Easement, which is 100' wide and has excellent visibility since there are no visual obstructions. Sincerely, Ronald R. Huot PLS .. • • OFFICE OF PLANNING & COMMUNITY DEVELOPMENT Defmitive Plan Review Reviewer: D. Dachos Review Date: August 8, 2013 Date Received: July 22, 2013 Distribution Date: July 22,2013 Planning Board Public Hearing Date: August IS, 2013 Mandatory Date for Final Action: 10/20/13 Name of Subdivision: Kot Development Location: North of 519 Cooper Street Name of Owner: Vadim Kot Address: P.O. Box 1041, West Springfield, MA 01089 Tel. #: Name of Applicant: Same Address: Tel. # Engineer: Anderson Associates Address: 375 Walnut St. Ext., Agawam, MA TeL # 525-4145 I. Preliminary Plan Approved: February 7,2013 II. Def"mitive Plan conforms with zoning regulations: A. Frontage length on Lot 3 not complete III. Notice filed with Town Clerk (date): July 22,2013 IV. Filing Fee: $499.05 v. Contents of Application: A. State ofInterest in Land: Provided. • • -2- B. Attested Copy of Deed: Provided C. Updated Environmental Study: Provided D. Final Plans 1. Title Sheet (1" = 1200'): O.K. 2. Lot survey with road layout and lot lines: See II a. Subdivision name, boundaries, north point, date and scale: b. name and address of record owner, subdivider, and engineer or surveyor with stamp: Plans do not show revision dates. Plans showing utilities and drainage must be stamped by a Registered Engineer. c. Abutters as found on recent tax list: d. Existing and proposed lines of streets, ways, lots, easements, and public common areas, new street names: O.K. Applicant to provide computer disk to Engineering e. Sufficient data to determine the location, direction and length of every street: O.K. f. Location, names, and widths of streets bounding subdivision: Cooper Street width not provided. g. Signature Block: Not provided. 3. Topo sheet at 2' intervals, spot elevations, center line for road, spot elevations for septic systems, location of building and final grade: See Engineering comments. A deed restriction should be placed on the plan ensuring the maintenance of the natural drainage swale located at the rear oflots 1 - 4 per earlier Engineering comments. A deed restriction should also be placed on 519 Cooper Street to ensure that the trees be trimmed and maintained so as not to obstruct line of sight from the new road. Warning signs were also recommended by Engineering during the Preliminary Plan review to be placed on Cooper Street. 4. Road layout and profiles (utilities and curb cuts): See Engineering comments. 5. Detail Sheets: See Engineering comments. E. Time development sequence: More detail needed. • • " -3- 1. Town utilities and services: See Engineering comments. 2. Sale price and square footage: O.K. F. Soil Borings: O.K. G. Perc Test: Not provided. H. Two (2) sets of originals/five (5) sets of copies: I. Number and type of requested waivers: Not provided. '~ i .. 4. .... 121AC 1SZ_SF i ,. ., )1"'oUr .. , i' " / I' l' '" lSl955F 1502Uf no ,. 4 ZlU4Sf .. 1 _m/ ~ / lSOOO8 F A G A W A " ~.t' " 2/ ~, 15000 If • ~ "/ .. -' ", ,. 21e SF .;' .. ... / " .. '. t3 Z.2UF ..... ... t2 214 .. 7 Sf - '. .. It '''10 Sf .... I. l~:UF J I' ... '7 ~ ••. 4 The information depicted on this map is for planning purposes only_ It is not adequate for legal boundary definition, regulatory interpretation, or parcel-level analyses_ ," '. \ U'AC J .. 17 23"OSF ... jI , -;/ "" / ", .. .. ,~ /- -'. 4 u~ ... c ... ''/ "t" ~ • J .I l062$SF ,.. .• 6 ~6SF '"' 7 :tIOlUF I I Kot Development 8/8/20132:55:40 PM ~( / ,. 1 ~ , ... SF \ 3 1I1178F .. ","' eN 1 :1 620 1"=135' 1 t3 lZ33UIF l.SOAC • '00 The information depicted on this map is for planning purposes only. It is not adequate for legal boundary definition, regulatory interpretation, or parcel-level analyses. Kot Development 8/8/2013 3:01 :59 PM ® 1 :1620 1 "=135' • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Fire Department & Police Department FROM: Planning Board SUBJECT: DefInitive Plan -Cooper St -Kot v~17 DATE: August 8, 2013 Please review and comment on the attached DefInitive Plan for the Board's August 15th public hearing. Thank you. DSD:prk • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413.-786-9927 PLANNING BOARD July 30, 2013 Dear Abutter: Vadim Kot has submitted a Definitive Subdivision Plan for "Shepard Estates", showing the creation of six new lots off of Cooper Street. The Assessors Office lists you as an abutter (within SOO') and therefore must be notified that the Agawam Planning Board will be holding a public hearing on this Definitive Subdivision Plan at 7:00 PM, Thursday, August 15, 2013 at the Agawam Public Library, 750 Cooper Street, Agawam. You are encouraged to attend and COmment. Sincerely, Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPWIDSD:prk DISANTI CARLO DISANTI ANNA 37 GREENACRE LN AGAWAM, MA 01001-1614 HARDY MICHAEL D HARDY MARIA A 20 BRIEN ST AGAWAM, MA 01001 WILSON SANDRA A C/O CHAFFEE SANDRA 468 COOPER ST AGAWAM, MA 01001-2153 PROAKIS WILLIAM 30 BRIEN ST AGAWAM, MA 01001-1605 FLEMING BRADFORD W 463 COOPER ST AGAWAM,MA 01001-2174 SZEMELA KEITH J SZEMELA ELISABETH M 33 BRIEN ST AGAWAM,MA 01001-1604 LOOMER EDWARD J LOOMER LORRAINE E POBOX 739 AGAWAM, MA 01001-0739 MORASS] CAROL A 534 COOPER ST AGAWAM, MA 01001-2141 SHEPARD MARY F UT CHAPLE REGINA A 416 SUFFIELD ST AGAWAM,MA 01001-2173 LAMOTTE MARK R LAMOTTE DEBORAH A 16 OLD FARM RD AGAWAM, MA 01001-2179 DENNIS ALICE LIT DENNIS JERRY T 27 GREENACRE LN AGAWAM, MA 01001-1614 HARDY MICHAEL D HARDY MARIA A 20BRlENST AGAWAM, MA 01001-1605 WILSON SANDRA A C/O CHAFFEE SANDRA 468 COOPER ST AGAWAM, MA 01001-2153 ORLANDO FRANK P ORLANDO CRYSTAL E 447 COOPER ST AGAWAM, MA . 01001-2174 MILAR GEORGE B LIT GEBSKI 10 ANNE TR 43 BRIEN ST AGAWAM, MA 01001-1604 DRAKE MARIA S DRAKE DOUGLAS P 21 BRIENST AGAWAM, MA 01001 SPRINGFIELD WATER + P.O. BOX 995 SPRINGFIELD, MA 01101- STONEBURG BERTEON G STONEBURG JOSEPHINE T 526 COOPER ST AGAWAM, MA 01001-2141 KINNEY MICHAEL R KINNEY JENNIFER A 392 SUFFIELD ST AGAWAM, MA 01001 MORASSI EDWARD ROBERT MORASS! BRUNA MARY 540 COOPER ST AGAWAM, MA 01001-2141 • MATLAND ERIC C+ MA TLAND MICHELLE L 462 COOPER ST AGAWAM,MA 01001-2249 CIRILLO JOANNE M 126 MEADOWBROOK RD EAST LONGMEADOW,MA HARDY MICHAEL D HARDY MARIA A 20BRlENST AGAWAM,MA 01001 SWEENEY DAVID J SWEENEY KAREN A IOBRIENST AGAWAM, MA 01001-1605 GEORGINA KATHLEEN M GEORGINA KARA 486 COOPER ST AGAWAM, MA 01001 JOHN P KOMLA TRUSTEE THE KOMLAFAMILY IRREVOCABLE 376 SUFFIELD ST AGAWAM, MA 01001-2111 SPRINGFIELD WATER + P.O. BOX 995 SPRINGFIELD, MA 01101- KOTVADIM 519 COOPER ST AGAWAM,MA 01001 MORASS! EDWARD ROBERT MORASS! BRUNA MARY 540 COOPER ST AGAWAM, MA 01001-2141 GRIMALDI JENNIE L 525 COOPER ST AGAWAM,MA 01001-2175 MIKALSON JOSEPH 398 SUFFIELD ST AGAWAM,MA 01001-2111 SHEPARD MARYFLfT CHAPLE REGINA A 416 SUFFIELD ST AGAWAM, MA 01001-2173 HOPKINS JOHN D+ HOPKINS LINDA 409 SUFFIELD ST AGAWAM, MA 01001-2172 SACCO MARYE SACCO MARGUERITE A 14 TRACY DR AGAWAM, MA 01001-2148 CIZEK KENNETH R CIZEK JEANNE L 33 TRACY DR AGAWAM, MA 01001-2147 WILLIAMSON CHRISTOPHER 563 COOPER ST AGAWAM,MA 01001-2140 SHEEHAN LAWRENCEP SHEEHAN PATRICIAA 42 TRACY DR AGAWAM,MA 01001-2148 HARVEY PATRICIA A LfT HARVEY LORI 60 TRACY DR AGAWAM, MA 01001-2148 YELINEK CHARLES E YELINEK SUSAN M 69 TRACY DR AGAWAM,MA 01001-2147 • MORASSI BRUNA MARY LfT MORASSI EDWARD R JR 540 COOPER ST AGAWAM, MA 01001-2141 MORASSI JOHN A & MORASSI MICHAEL J + 550 COOPER ST AGAWAM, MA 01001-2141 GIA VIS COSTAS P GIA VIS CHARLENE R 539 COOPER ST AGAWAM, MA 01001-2140 LAPOINTE NICHOLAS J 545 COOPER ST AGAWAM, MA 01001-2140 GIORDANO DEBRA 24 TRACY DR AGAWAM, MA 01001-2148 MEAGHER ROBERT C JR MEAGHER JUDITH A 41 TRACY DR AGAWAM, MA 01001-2147 CYRAN EDWARD W JR CYRAN AMY LEANN 51 TRACY DR AGAWAM, MA 01001-2147 WALSH RICHARD J WALSH IRENE 59 TRACY DR AGAWAM, MA 01001-2147 • COOK URSZULA A CooKJASOND 15 TRACY DR AGAWAM,MA 01001-2147 MEEHAN MELISSA L SAULENAS JOHN W 16 LANCASTER DR AGAWAM, MA 01001 PIDGEON THEODORE J 25 TRACY DR AGAWAM, MA 01001-2147 BLEWS JEFFREY A 558 COOPER ST AGAWAM, MA 01001-2141 BROWN ROBERT E 16CENTERST AGAWAM, MA 01001-2105 SHEEHAN THOMAS G SHEEHAN PATRICIA A 32 TRACY DR AGAWAM, MA 01001-2148 VOTZAKlS JAMES P 50 TRACY DR AGAWAM,MA 01001-2148 CHAPMAN FREDERICK W JR CHAPMAN ELIZABETH A 70 TRACY DR AGAWAM, MA 01001-2148 c f AGAWAM PLANNING BOARD The Agawam Planning Board will hold a public hearing on Thursday, August 15,2013 at 7:00 PM at the Agawam Public Library, 750 Cooper Street, Agawam, MA. The purpose of this hearing will be to hear the petition of Va dim Kot for a Definitive Subdivision Plan entitled Shepard Estates showing the creation of six new lots off of Cooper Street. Per order of: Travis P. Ward, Chairman AGAWAM PLANNING BOARD To be run 8/1 & 8/8/13. TO: Engineering Department Building Inspector FROM: Planning Board MEMO SUBJECT: Definitive Plan -Shepard Estates -Cooper Street -Kot DATE: July 22, 2013 Please review and comment on the attached Definitive Plan for Shepard Estates prior to the Board's August 15th public hearing. Thank you. DSD:prk Date: ,122)2013 To the Department Officer maka.the Payment: • Received of ~-. VI< Transportation LLC the sum of 499.05 • as Listed Above -=O'""o"'Ua-IS--- for the Oefinitive Plan Fee ending 712212013 for collectic .. ~ Treasurer • ~ PAYMENT sUMMARY R£CEIPT Town of Agawam TOWN HALL 36 !o"AIN STREET AGAWAM MA 01001 DATE: 07/22/13 CUSTOro!ER/t: 000000000 TIME: 13:59 CLERK: mac RECPT# : 695809 PREV SAL: TP/YR: MS/2014 AMT PAID: 499.05 BILL: ADJSTMNT: EFF DT: 07/22/13 SAL DVE: MISCELLANEOUS P1>.YMENT - ------- --- - --- --TOTALS ---- - - - - - - --- -- PRINeI PAL PAID: INTEREST PAID : ADJUSTMENTS : DISC TAKEN: ANT TENDERED: AMI: PPPLIED: CHANGE: 499.05 .00 .00 .00 499.05 499.05 .00 PAID BY: PLANNING PAYMENT METH : CHECK PAYMENT REF: 3298 I I I I I I I I I I I I I I I I I I [I SHEPARD ESTATES DEVELOPED BY VADIM KOT POBOX 1041 WEST SPRINGFIELD, MA ANDERSON ASSOCIATES RONALD R HUOT PLS 375 WALNUT STREET EXT. AGAWAM,MA01001 CIVIL ENGINEERING ASSOCIATES ROBERT M. CAFARELLI PO BOX 916 SOUTH DENNIS, MA ENVIRONMENTALIST MICHAEL MOCKO 1200 CONVERSE STREET LONGMEADOW, MA RECEIVED JUL 22 2013 AGAWAM PLANNING BOARD I I I I I I I I I I I I I I I I I I I TOWN OF AGAWAM 36 Main Street Agawam, Massachusetts Tel. 413-786-0400 FORMC APPLICATION FOR APPROVAL OF DEFINITIVE PLAN File one completed form with the Planning Board and a copy with the Town Clerk in accordance with the requirements of Section Ill-B. Agawam 7/2.. L To the Planning Board: The undersigned herewith submits the accompanying Definitive Plan of property located in the Town of Agawam for approval as a subdivision under the requirements of the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning Board in the Town of Agawam. I. 2. 3. 4. 5. Name of Engineer or Surveyor: ~ ... lo)at.(ON Address: 37S \N t:t\.. N U'i S;'l-. P.. lt1', J A i~ O(:,i I'\~ii..~ 1\ 0~ tAJAM I 11'l11· Deed of property recorded in tMMPAtlW Registry Book I q2., 7,r Page .s (oS Location and Description of Property: Please see Environmental Study () 1001 A list of the documents included in this application shall accompany notice to the Town Clerk. ~ c::: r- a. b. Notarized Statement ofInterest in the land; Environmental Study; RECEIVE~ c. d. e. f. g. h. Plans and specifications; Statement of time-development; Plan of sequence of development; Town-development relationship study; Reports of test borings, etc.; and Certified copy of Deed. JUL 22 2013 AGAWAM ~ PLANNING BOARtf Your attention is directed to Section Ill, B. 8 of the Subdivision Rules and Regulations requiring the posting of a bond or recording of a covenant BEFORE approval can be gi~en'M Signature of owner, __ {J~:!!U~~IiL----,'1::1.J!-=--~lj-__ Address: I I I I I I I I I I I I I I I I 11 ~ ., I~ I .----------Agawam Planning Board ----------, STATEMENT OF INTEREST Da te ~::....t-':::""4-t.= The petitioner hereby certifies that he is the owner of all lands contained within the description of the subject petition. Agawam Planning Board Case Noo ____ .. (Name) qp. ~O;l-(0 I.f \ ~*ess) vJS d fiu:J-, I RECEIVED Dl090 :£' c..... c: r- N '" JUL 222013 AGAWAM f"\'ANN\NG:&QMRLTH OF MASSACHUSETTS HAMPDEN ss Date There personally appeared before me, on the above date, l! B of I'm. ~l f-to me known to be the person • ~ib'd i~~ ,x,.ut,d [ ea.. ,110"'1' e s Myo; rTWaiEo<ll/llo~'BE iUOIT the foregoing document. --~~~~~~~~--- My commission expires • I I I I I I I I I I I I I I I I I I I May 28, 2013 Re: Vadim Kot 519 Cooper Street Agawam,MA Environmental Study Anderson Associates 375 Walnut Street Ext. P.O. Box 382 Agawam, Massachusetts 01001 Tel. 413 525-4145 Fax 413 273-1776 The proposed subdivision is consistent with the Town Master Plan and conforms to the existing wning (Res A-2 and Agriculture) which allows for the development of six lots and one existing lot that fronts on Cooper Street. The existing topography shows that for the most part is a fairly flat parcel of open area and no large trees. The soils are classified as WnA Windsor soils which are sandy and well drained. The estimated water table is estimated at being greater than 6 feet. The site has access to both Town sewer and water and the proposed six single-family homes will have minimal impact on these services. The developer is going to construct an on site detention system for drainage. The site does have wetlands on the site which have been mapped and an NOr will be filed with the Conservation Commission. The development will have minima1 vehicular traffic as only six homes are proposed. A traffic study has been done and submitted. The site will not have any hazardous materials stored or produced on site. I I I I I I I I I I I I I I I I I I I Time & Sequence of Development Once plans have been approved the street will be built with all the underground utilities installed including the detention pond and drainage outfall. Then the construction of homes will begin. The proposed homes will range in size from 1800 s.f. to 2400s.f. and price could be between $250,000 and $400,000. Town-development relationship The development of this parcel is consistent with the Town Zoning by Law and is consistent with the other homes located in this area of Agawam. Sincerely, ~~~QO ,1l /h4t--~R:n~;;';;ot Ks I I I I I I I I I I I I I I I I I I I TEST BORINGS Done: March 5, 2013 Witnessed by Mike Mocko soil scientist and Terry Reynolds, P.E. I I I I I I I I I I I I I I I I I I I 519 Cooper Street Agawam,MA MARCH 5, 2013 I ' , DEEP OBSERVATION HOLE LOG TP#l DEPTH FROM SOIL SOIL SURFACE HORIZON TEXTIJRE (INCHES) (USDA) 0 -14" A fINE SANDY LOAM 14" -22" Bw SANDY LOAM 22" -108" C SAND DEPTH TO GROUNDWATER STANDING WATER IN HOLE: NONE ESTIMATED SEASONAL HIGH GROUND WATER: > 108" SOIL COLOR (MUNSELL) lOYR 312 10YR 416 5Y 613 SOIL OTHER MOTTLING (STRUCruRE, STONES, (MUNSELL) BOULDERS, CONSISTENCY, % GRAVEL) NONE NONE NONE COARSE SAND, LOOSE, 5% FINE GRAVEL, NO WATER DEPTH TO BEDROCK: > 108" v.'EEPING FROM PIT FACE: NONE DEEP OBSERV A nON HOLE LOG TP#2 DEPTH FROM SOIL SOIL SURFACE HORIZON TEXTURE (INCHES) (USDA) 0 -10" A FINE SANDY LOAM 10" -14'~ Bw SANDY LOAM 14" -96" C, SAND 96" -108" C, SAND DEPTH TO GROUNDWATER STANDING WATER IN HOLE: NONE ESTIMATED SEASONAL HIGH GROUND WATER: > \ OS" SOIL SOIL OTHER COLOR MOTTLING (STRUCTURE, STONES, (MUNSELL) (MUNSELL) BOULDERS, CONSISTENCY, % GRAVEL) IOYR 3/2 10YR 416 10YR 6/3 2.5Y 5/8 NONE NONE NONE COARSE SAND, LOOSE, 5% GRAVEL NONE VERY COARSE SAND, LOOSE, 20-30% GRAVEL, NO WATER DEPTH TO BEDROCK: > 108" WEEPING FROM PlT FACE: NONE I I I I I I I I I I I I I I I I I I I DEEP OBSERVATION HOLE LOG TP#3 DEPTH FROM SOIL SOIL SURFACE HORIZON TEXTURE (INCHES) (USDA) 0 -12" A FINE SANDY LOAM 12" -24" Bw SANDY LOAM 24~' -60" C, SAND 60" -lOS" C2 SAND DEPTH TO GROUNDWATER STANDING WATER IN HOLE: NONE ESTIMATED SEASONAL HIGH GROUNDWATER: > L08" SOIL SOIL OTHER COLOR MOTTLING (STRUcruRE, STONES, (MUNSELL) (MUNSELL) BOULDERS, CONSISTENCY, % GRAVEL) 10YR 312 JOYR 4/6 5Y 6/3 5Y 6/3 NONE NONE NONE MEDIUM SAND FIRM NONE IN PLACE, 5o/oGRA VEL COARSE SAND, LOOSE, NO WATER 5%GRA VEL DEPTH TO BEDROCK: > LOS" WEEPING FROM PIT FACE: NONE DEEP OBSERVA nON HOLE LOG TP#4 DEPTH FROM SOIL SURFACE HORIZON (INCHES) 0 -4" A 4" -12" Bw 12" -lOS" C DEPTH TO GROUNDWATER STANDING WATER IN HOLE: NONE SOIL TEXTURE (USDA) FINE SANDY LOAM SANDY LOAM SAND . ESTIMATED SEASONAL IllGH GROUND WATER: > LOS" SOIL COLOR (MUNSELL) 10YR 312 10YR 4/6 5Y 6/3 SOIL OTHER MOTTLING (STRUCTURE, STONES, (MUNSELL) BOULDERS, CONSISTENCY, % GRAVEL) NONE NONE NONE COARSE SAND, LOOSE, NO WATER 5%GRA VEL DEPTH TO BEDROCK: > J OS" WEEPING FROM PIT FACE: NONE I I I I I I I I I I I I I I I I I I I TRAFFIC STUDY Conducted by: JSP Land Development Services, Inc. I I I I I I I I I I I I I I I I I I I J.S. PECHULIS I LAND DEVELOPMENT SERVICES, INC. JSP • Site Design • Permitting • Construction Management • T rattic Analysis 1 B 1 Notre Dame Street Westfield, MA 01085 March 8, 2013 Ronald Huot Anderson Associates 375 Walnut Street Ext Agawam, MA 01001 RE: Cooper St Subdivision Dear Mr. Huot: Web: www.jspJds.com Phone: 413-564-0404 Fax:413-~05 JSP Land Development Services, Inc. (JSP/LDS) has been retained by Anderson Associates to evaluate the traffic access plan for the proposed Copper Street subdivision in Agawam, Massachusetts. This report examines the primary sije access drive to be located off the south side of Cooper Street. The focus of this report is on the suitabilijy of the driveway location wijh respect to sight distance. Observed Conditions The exis~ng conditions along Cooper Street in the vicinijy of the proposed access drive indude a single 11 foot travel lane and 2 foot paved shoulder on each side of a double yellow centerline. Land uses in the area are residential. The posted speed limn along Cooper Street is 35 mph in both direcions. The topography along Cooper Street in the vicinijy of the proposed project drive is generally level and the roadway alignment is slightly curved, west of the proposed site. Along the south side of Cooper Street the area has a line of mature pine trees offset from the roadway edge approximately 15 feet and the branch canopy is elevated about 10 feel. Travel speed measurements were taken during a midday period in March 2013. The traffIC conditions during the speed counts were moderate to light. Data was collected using the radar gun metl10d and all vehicles traveling along Cooper Street were measured for speed during the sample midday period. The average travel speed a/ong Cooper Street in the eastbound direcion was measured to be 37 mph and the 85'" percentile speed was measured to be 41 mph. In the westbound direction the average travel speed was measured to be 38 mph and the 85th percentile was measured to be 41 mph. Sight Distance Analyses The procedures for determining the adequacy of sight distance at the proposed site driveway follow the methodology defined by the American Association of State Highway and Transportation Officials (AASHTO) and accepted by the Massachusetts Highway Deparlmenl For new intersections or driveways two sight distance analyses are conducted: stopping sight distance (SSO) and intersection sight distance (ISO). In determining the adequacy of stopping sight distance, the recommended SSO and ISD are calculated based on field conditions collected at the intersection location. The calculated acceptable sight distances are then compared to field collected sight distance measurements in order to determine compliance with the safety standards set forth by AASHTO. I I I I I I I I I I I I I I I I I I I Cooper Street Subdivision Page 2 of3 SSO is defined as the length of roadway necessary for a driver to stop their vehicle upon sighting an object in the road. Sight distance also refers to the distance a driver in a vehicle along a minor street approach can see oncoming vehicles along the major roadway. AASHTO calculates SSO based on two input values: design speed of the roadway and approach grade. The sight field distance measurement is conducted by measuring the distance between a point 3.5 feet above the ground (drivers eye height) along the path of an approaching vehicle to a point in the road 2 feet above the roadway surface (tail light height). The available distance for a driver to react and physically stop should meet or exceed the distances provided by AASHTO standards. ISO is the distence a vehicle stopped at an intersection can see along the approaching travel lanes in order to identify an adequate gap in traffic and to safely accelerate from a stop into the travel stream without unduly interfering with major-road traffic operations. For vehicles along the side street entering the main line travel stream, the acceptable gaps times for vehicles tuming left are slightly longer than the acceptable gaps for vehicles turning right, therefore, the acceptable intersection sight distances differ. The intersection sight distance is the measurement from a point 12 feet off the edge of pavement at a height 3.5 feet above the roadway surface to the furthest point viewable along the approaching travel lanes. Sight Distance Analyses The field measured sight distances along the section of Cooper Street east of the proposed subdivision roadway was relatively straight forward. There were no present restrictions or obstructions to the lines of sight approaching or exiting the location of the proposed drive. To the west, Cooper Street has a slight CUNe in the roadway and along the southem edge of the road are a line of pine traes. Although these pines do not obstruct the line of sight, it should be noted that the presence of these trees is apparent and if they are to remain, should be maintained to provide the required line of sight Furthermore, the line of sight in this direction may cross over private property along the inside of the CUNe, therefore, maintenance of the curbside area should be ensured to maintain the line of sight. Table 1 summarizes the calculated and field measured SSO and ISO for the proposed intersection of Cooper Street and the proposed subdivision drive. The field measured travel speeds along Cooper Street were applied to the Sight distance calculations as well as the field estimated grades along the major roadway. Table 1 SIGHT DISTANCE ANALYSIS SUMMARY -85"' Percentile Speed of 41 MPH AASHTO Recommended Proposed Site AASHTO Distance Drive Satisfied? Stopping Sight ~istance Eastbound 312 feet 455 feet Yes Westbound 312 feet 585 feet Yes Intersection Sight Distance: Left tum from Side Street 452 feet 650+ feet Yes Right tum from Side Street 392 feet 550 feet Yes Left tum from Major Road 331 feet 550+ feet Yes AASHTO Stopping Sight Distance based on formula 3-3 _ field estimated grades. I I I I I I I I I I I I I I I I I I I Cooper Street Subdivision Page 3 of3 CONCLUSIONS The proposed location of the subdivision driveway has been analyzed with respect to approach safety specific to stopping sight distance for approaching vehicles along the major roadway (Cooper Street). The proposed site driveway intersection with Cooper Street has been measured to be free of permanent sight distance restrictions along Cooper Street to the east To the west, the line of sight is also sufficient under current conditions, however, in order for these conditions to be maintained the roadside conditions must be kept free of obstruction and the tree trimming maintained. Stopping sight distance and intersec~on sight distances are well within acceptable safety design standard for the travel conditions along Cooper Street. Supporting documentaoon is attached. Sincerely, Jeffrey S. Pechulis JSP Land Development Attachments: Travel speed measures Sight Distance Calculations I I I I I I I I I I I I I I I I I I I JSP Land Development 181 Notre Dame Street Westfield, MA 01085 Project: Client: Subject: Cooper St Subdivision Anderson Associates Travel Speed Survey Cooper St Measured Travel Speeds. Samples via radar. Posted speeds: 35 mph eastbound 35 mph westbound Average 85th Percentile Eastbound 28 35 31 42 35 43 40 37 36 38 38 Eastbound 37 mph 41 mph Survey Date: March 8, 2013 Westbound 38 40 41 36 39 43 41 39 40 38 36 38 40 41 36 Westbound 39 mph 41 mph 31812013 I I I I I I I I I I I I I I I I I I I JSP Land Development 181 Notre Dame Street, Westfield MA Project: Cooper Street Subdivision Location: Agawam, MA STOPPING SIGHT DISTANCE CALCULATION~ Stopping Sight Distance (SSD) wlgrade = 1.47Vt + VI30«al32.2)+G) Design Speed (V) = 8Sh percentile measured speed (mph) Brake Reaction time (t) = 2.5 sec (AASHTO 3-2) Deceleration rate (a) = 11.2 ftlsec: (AASHTO 3-2) Grade (G) = field measured approach grade Driveway #1 Eastbound SSD = 1.47vt + V'/30«a/32.2) ± G) V (mph)= 41 Grade (G)= 0 SSO (It) = 1.47(V)(2.5) + (V) 1 (30(11.2/32.2)+G SSO (It) = 312 Westbound SSO = 1.47Vt + 1.075Vla V (mph)= 41 Grade (G)= 0 SSO (It) = 1.47(V)(2.5) + (V) I (30(11.2/32.2)+G SSO(ft)= 312 INTERSECTION SIGHT DISTANCE CALCULATION~ ISO = 1.47VIg (AASHTO Exhibits 3-2, 3-3) Design Speed (V) = 85" percentile measured speed of major road (mph) Lelt Tum Gap time (t,) = 7.5 sec (AASHTO Exhibit 9-54) Right Turn Gap time (t,) = 6.5 sec (AASHTO Exhibit 9-54) Lelt Turn Gap time (tim) = 5.5 sec (AASHTO Exhibit 9-66) Driveway #1 Lett Turn ISO = 1.47VIg, V (mph)= 41 ISO (It) = 1.47(V)(7.5) ISO (tt) = 452 Right Turn ISO = 1.47Vt, V (mph)= 41 ISO (It) = 1.47(V)(S.5) ISO (It) = 392 Left Turn In ISO = 1.47Vt,'m V (mph)= 41 1.47(V)(5.5) 331 ISO (It) = ISO (It) = 3/812013 I I I I I I I I I I I I I I I I I I I Bk 1.9215 Pq566 #32906 L~DER. 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O1'-\~i(l11:\:~: f,'.J'>G • .1.'R, ,otmNDT BYrANQiB~QEQFGQda¥DB'i L\..'\iU fORMER!.Y (Jfo RI)S .. "EI.L M. E~G: J~.O?E::lrr: $19 COOPER ::;:TR.Er;:T, AG!l.W'.oI,!,-l, r...:\l".~PDEt' coc-t':n", MASS_.l.L..'"iL5!-rr75 :OUI(lt fAX r::. #: LlZ/l/::! GltA..""JIEE HEREiN SH.ALl. lit:: I~ROnU.uTED £!ROY: CONVEYING CM'TIONED PllOPEK{Y f'OR.\SALESPItICE OF GREA1't:K '1" IAN 5192,00II.00 roR ... PERlOD OF THREE MOYrHS ~ROM THE DhTE OF TInS Dt:ib:()_ GRAl'I.;""TRE SHAl.L.ALSO.8E PROHIBl'TlID FROM EN<:UMBBRlr-.:G SUBJECT PROPERTY WITH A SEC1)Rn:Y INTEREST ~THE PRINCIPAL ,,"\IOLc-rr OF GREATER TH,\." S192,OOe.ot FOR A PERIOD OF TIil,U;~ "'DNTH5 FItOH THE D.n" Of HilS DEED. THESE }tE$l"JUCTIOr-.-S SHALL RUN WITH 'j"liF. I .. \~"D Al.'''D ARE NOT r~ERSON.u. TO GR.<\NTEE.. THIS RESTltlCTIQN SHALL TERML"iATE l,MMEDt ~,TELY UPOh" CO~V A.:.'""(,,,..E AT .~J' FORECLOSCRE $A.I..E REL>\TED TO A .MOR.'l'GA(;E OR. DEED OF TRUST. I I I I I I I I I I I I I I I I I I I DRAINAGE CALCULA TrONS PROPOSED KOT'S WAY SUBDIVISION AGA WAM, MASSACHUSETTS FOR VADIMKOT July 11,2013 PREPARED BY: CIVIL ENGINEERING ASSOCIATES PO BOX 916 SOUTH DENNIS, MASSACHUSEITS I I I I I I I I I I I I I I I I I I I INTRODUCTION Proposed is a seven lot residential development located off of Cooper Street in Agawam, Massachusetts. The Subdivision consists of 5.8 acres. The project involves the construction of approximately 400 linear feet of roadway and site development of7 residential lots. The current site is a single family lot, with storm run off running west to east into a wetland area off the property. 2.1 acres of the property is currently wooded, with the rest cleared. DRAINAGE CRITERIA NRCS has this area mapped as Merrimac, Windsor, and Wareham soils. Merrimac and Windsor are of hydrologic soil group A. Wareham is of hydrologic soil group C. As the area of Wareham soils will be unchanged by the subdivision, the post construction run offwill be no different than the current run off in this area. Also untouched will be the wetlands and areas immediately adjacent to the wetlands. The watershed map shows the areas of this drainage study, which represents 5.4 acres. Reference to the "site" in this report refers to this 5.4 acres. Runoff calculations were generated using the Hydrocad computer model. Modeling was performed for the 10, 50 and 100 year Storm Events. Run off curve numbers were derived based on SCS guidelines for the soil type associated with the type of cover. The existing site consists of 2.1 acres of woods and 3.3 acres of cleared land representing a weighted curve number of47. I I I I I I I I I I I I I I I I I I I EXISTING DRAINAGE ANALYSIS The studied 5.4 acre site drains towards the wetland area. A weighted curve number of 47 was used, a slope of 1 % and hydraulic length of 650'. (Results in Appendix) EXISTING RUN OFF FROM SITE STORM 10YR 50YR 100 YR Volume (ac-ft) .148 .358 .449 PROPOSED DRAINAGE MODELING The subdivision area was split into 5 watersheds. Area 2 represents the entire roadway, driveways, front lawns and front roofs. This area runs into the catch basins which enters the proposed detention basin. Area 2 also runs into the basin overland. Areas 3, 4, and 5 will continue to run off the property. Each house and garage was assumed to be 2100 square feet of impervious surface and the associated drive 800 square feet of impervious surface. A weighted curve number was calculated, the hydraulic length and slope input, with resulting hydro graphs in the Appendix. The proposed Detention Pond is 6 feet deep with a bottom elevation of 130'. An infiltration rate of 8.27 inches per hour over the wetted area was applied. This is the recommended value from the State Stormwater Management requirements for a group A soil. The outlet structure is a riser up to elevation 135.5' with a 3' diameter inlet grate. A 12" ADS pipe discharges any overflow off site towards the wetland. The model results show that there should never be any overflow discharge for any frequency storm. The Detention Pond details and hydrographs are in the Appendix. I I I I I I I I I I I I I I I I I I I RESULTS OF AREAS 1 AND 2 INTO DETENTION BASIN (Maximum elevation of water in detention basin) STORM 10YR 50YR 100YR Max Elevation 130.17' 130.67' 130.88' As the elevated discharge is at elevation 135.5', the maximum elevation for all storms do not even approach this elevation. There will be no discharge from the basin other than infiltration into the soils. AREAS 3, 4 AND 5 The only post construction run offfrom the site is from areas 3,4, and 5. Model results from the HydroCad run for these areas are in the Appendix. Results are as follows. RUN OFF IN ACRE FEET STORM 10YR 50YR 100YR Area 3 .025 .068 .088 Area 4 .026 .057 .070 Area 5 .030 .068 .084 Total .081 .193 .242 I I I I I I I I I I I I I I I I I I I SUMMARY AND CONCLUSION Hydrograph Summary Reports for all watershed conditions for all storm events are in the Appendix. The results are summarized below. STORM 10 YR Exist Runoff (ac-ft) .148 Post Runoff (ac-ft) .081 CONCLUSION: 50YR .358 .193 100YR .449 .242 The post development storm water run off from the site is much less than the existing run off from the site. - B - ----------------- SlREET IOUS' ~8'54"'E N I r ....,nIe Gr~oI. .< ) ~.., / 4!<~'i! /' I _-"" /' /' I I 0 . <:f"~ /'-I I /' I A ,,' <vI / '-/ _ ~I ./ / t/ /'~) ....... ., I f! ./ .fP /' // fl$ /-;/' ",; /' / ,§il " V.. . _d:-" SOIL TYPES /"7.~~ / --"" ~"~~~ .1'----....,. ~\ .... I , I I ) \ \ t?f ·I~" I ., I '" '" /' • «'I ".:1.~ I // I I 4J,,,,. l' I ./ 'Yr1tvo I ",; , SOl:> I \ 1 if'-1f?C! ~ ly-1tit I ! ..... -1;1I I 'f (.<:II, 11 ...... ¢', ~a I ~:'~.f "'\ ./ I ~ ,Z I , • ././ I ,. I I-----~..... ,\ ./ I r~1 ~;':',,' , " ~ I ~ ~ I I c.'~~... "-_ ""=-'1_ "-, .. , 'II I ./ 20,,,, .f. I '\, ././ I I, "" I::::":: - - -0--r, I '" I I' ,~) ___ L-__ ~~~~~--~ ";14;:" ...... I1J.2.'!Or . . , I ~ I KOT'S WAY , I / S~"2li'J3.E / NliJ'25'J3"W. N~'25·3J·W 67.1gi' • ) <: 19{00' 80,111' Lot , 111,* .. t, / { I ~':l /MERRIMAC (A _'" "" ~2 r.L'--------, r. ,-----" Of •• " Z II I"~I ", .... " / ~ 2 ~~ lot J ,,~~.:o-"'- ). 2O.0lIJ L'. I ~... I 20.268, Lf. ,,"'- L ' L ,-0,..-/ ----------' -:-------7 '".111" "'/'" / / I 7 / F Fronk WOf(I,tI N I F 'IlIecll:lor. P1do- N / F Rob.rt "'eClf'!" ...... (0 .... IJIOII ...: 'OUND 0 liON N'(' ro _ ., • __ '-rouND • - - - - - -- - - --- - ----- - ./ WATERSHEDS I .. 0 \ %. • 6i i \ ~ ~ , ::.> .. 1 \ ~f, I;~ !f'\l / z ... --:-......., \1 ! I I I I I 4 "'\"/1.'" iAIII' 1 i\ \ Water IMro.ofce to hove min. 5' cover Sanitary sewer ,.rvlc. to have mIn. 4' cover t.lINIWUt.I sPACING OF 10' BE'T'YIaN SANITARY SE'NER AND WATER SERVICES TO PROPOSED RESIDENCES. \ s I J I f .. N I I I I I I I I I I I I I I I I I I I APPENDIX A: NRCS SOILS MAP I I I I I I I I I I I I I I I Soil Information By Intra to Suitabilities and for Use View Options Map 0 Table 0 Description of ~ Rating Rating Options SO!! PtOl~€rtles D:i1ti Web Soil SlJT\\3)I Ecological Site Soil Summary by Map Unit -Hampden County, Massachusetts, Central Part (MA607) Acres in AOI Percent of AOl [J Detailed Description Map unit Map unit name Rating symbol I A,dv,.nc:ed Options Aggregation Method Component Percent Cutoff Tie-break Rule () Lower (,D Higher 32A Wareham loamy sand, 0 to 3 percent slopes 254A Merrimac sandy loam, o to 3 percent slopes 255A Windsor loamy sand, o to 3 percent slopes Totals for Area of Interest C 2.8 8.4% A 7.1 20.9% A 23.8 70.7% 3:3.7 100.0% t===~=====~~~~~~~GV1~,~e~W~Ra~t~;~n!.nl Soii Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils a're not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group-A.-Soils having a high-infiltration rate (low runoff potential) when thoroughly wet. consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmssion. Group B. Soils having a Ill'Jderate infiltration rate when thoroughly wet. These consist chiefly of rroderately deep or deep, rroderately well drained or well drained soils that have rroderately fine texture to rn:Jderately coarse texture. These soils have a rroderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or solis of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thorouah!v wet. The<;f'. con.c;ist chieflv of clavs that have a hiah <;hrink-5Wf'.11 notential. 'oNebsoilsurvey.nrcs.usda.gO'iappIWebSoiISurvey.aspx 1/2 I I I I I I I I APPENDIX B: EXISTING CONDITION HYDROGRAPHS I I I I I I I I I I I I I I I I I I r--\ / \ ~UbC/ Routing Diagram for KOTS WAY EXISTING RUNOFF Prepared by (enter your company name here), Printed 711212013 HydroCAD!'l10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Area (acres) 3.300 2.100 5.400 CN 49 45 47 Area Listing (all nodes) Description (subcatchment-numbers) 50-75 % Grass cover, Fair, HSG A (lE) Woods, Poor, HSG A (1 E) TOTAL AREA Printed 7/12/2013 Page 2 I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Area (acres) 5.400 0.000 0.000 0.000 0.000 5.400 Soil Group HSGA HSG B HSG C HSG D Other Soil Listing (all nodes) Subcatchment Numbers 1E TOTAL AREA Printed 7/12/2013 Page 3 I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A HSG-8 HSG-C HSG-D Other Total (acres) (acres) (acres) (acres) (acres) (acres) 3.300 0.000 0.000 0.000 0.000 3300 2.100 0.000 0.000 0.000 0.000 2.100 5.400 0.000 0.000 0.000 0.000 5.400 Ground Cover Printed 7/12/2013 Page 4 Subcatchment Numbers 50-75% Grass cover. Fair 1E Woods. Poor 1E TOTAL AREA I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} Type III 24-hr 2-Year Rainfall=3,OO Printed 7/12/2013 HydroCAD® 10,00 sin OB167 © 2013 HydroCAD Software Solutions LLC Time span=5,OO-20,OO hrs, dt=O,05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method PageS Subcatchment1 E: EXISTING RUN OFF Runoff Area=5.400 ac 0.00% Impervious Runoff Depth>0,03" Flow Length=650' Slope=O,0100 'J' Tc=54.2 min CN=47 Runoff=O,03 cis 0,013 af Total Runoff Area = 5.400 ac Runoff Volume = 0,013 af Average Runoff Depth = D.' 100.00% Pervious = 5.400 ac 0,00% Impervious = 0.000, I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} HydroCAD® 10.00 sin 08167 ©2013 HydroCAD Software Solutions LLC Type III 24-hr 2-Year Rainfall=3.00 Printed 7/12/2013 Page 6 Summary for Subcatchment 1E: EXISTING RUN OFF Runoff = 0.03 cfs @ 15.97 hrs, Volume= 0.013 af, Depth> 0.03" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (ac) 3.300 2.100 5.400 5.400 eN Description 49 50-75% Grass cover, Fair, HSG A 45 Woods, Poor, HSG A 47 Weighted Average 100.00% Pervious Area Tc (min) Length (feet) Slope (ft/ft) Velocity (fUsec) Capacity Description (cfs) 54.2 0.034. 0_032"': 0,03: 0,028": 0,026- 0.024' 0.022 _ (i) 0.02" :£. 0_018: g 0.016-: G: 0,014-" 0.012-: 0.01· 0.008 _ 0.006 . 0.004 650 0.0100 0.20 Lag/eN Method, Subcatchment 1E: EXISTING RUN OFF Hydrograph Type III 24-hr 2-Year Rainfall=3.00" Runoff Area=5.400 ac Runoff Volume=0.013 af Runoff Oepth>0.03" Flow Length=650' Slope=0.0100 'I' Tc=54.2 min CN=47 o'OO~-l·.~. ~~~~~~~~~~~2.4.~~rt.~=:;:.:. = .. =======/ 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I [j RunOff~ I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} Type '" 24-hr 10-Year Rainfal/=4. 60 Printed 7/12/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=O.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 7 Subcatchmenl1E: EXISTINGRUN OFF Runoff Area=5.400 ac 0.00% Impervious Runoff Depth>0.33" Flow Length=650' Slope=0.0100 'J' Tc=54.2 min CN=47 Runoff=0.55 cfs 0.148 af Total Runoff Area = 5.400 ac Runoff Volume = 0.148 af Average Runoff Depth = 0.: 100.00% Pervious = 5.400 ac 0.00% Impervious = 0.000 ; I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Type III 24-hr 10-Year Rainfall=4. 60 Prepared by {enter your company name here} Printed 7/12/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Subcatchment 1E: EXISTING RUN OFF Runoff = 0.55 cfs @ 13.05 hrs, Volume= 0.148 af, Depth> 0.33" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=4.60" Area (a c) CN Description 3.300 2.100 5.400 5.400 Tc (min) Length (feet) 54.2 650 49 50-75% Grass cover, Fair, HSG A 45 Woods, Poor, HSG A 47 Weighted Average 100.00% Pervious Area Slope (ftlft) 0.0100 Velocity (ft/sec) 0.20 Capacity Description (cIs) Lag/eN Method, Subcatchment 1 E: EXISTING RUN OFF 5 Type III 24-hr 10-Year Rainfall=4.60" Runoff Area=5.400 ac Runoff Volume=O.148 af Runoff Oepth>O.33" Flow Length=650' Slope=O.0100 '/' Tc=54.2 min CN=47 6 7 8 9 10 11 12 '3 Time (hours) 14 15 16 17 18 19 Page 8 I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} Type III 24-hr 25-Year Rainfal/=5.30 Printed 7/12/2013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Time span=5.00-2000 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 9 Subcatchment1 E: EXISTING RUN OFF Runoff Area=5.400 ac 000% ImpeNious Runoff Depth>0.54" Flow Length=650' Slope=0.0100 'f' Tc=54.2 min CN=47 Runoff=1 .09 cis 0.244 al Total Runoff Area = 5.400 ac Runoff Volume = 0.244 af Average Runoff Depth = O. 100.00% Pervious = 5.400 ac 0.00% Impervious = 0,000 ; I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} Type '" 24-hr 25-Year Rainfall=5. 30 Printed 7/12/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment 1E: EXISTING RUN OFF Runoff = 1.09 cfs @ 12.95 hrs, Volume= 0.244 aI, Depth> 0.54" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20 .00 hrs, dt= 0.05 hrs Type III 24-hr 25-Year Rainlall=5.30" Area (ac) CN Description 3.300 2.100 5.400 5.400 Tc (min) Length (Ieet) 54.2 650 49 50-75% Grass cover, Fair, HSG A 45 Woods, Poor, HSG A 47 Weighted Average 100.00% Pervious Area Slope (ftllt) 0.0100 Velocity (It/sec) 0.20 Capacity Description (cfs) Lag/eN Method, Subcatchment 1 E: EXISTING RUN OFF 5 Hydrograph Type III 24-hr 25-Year Rainfall=5.30" Runoff Area=5.400 ac Runoff Volume=O.244 af Runoff Depth>O.54" Flow Length=650' Slope=O.0100 '/' Tc=54.2 min CN=47 6 7 8 9 10 11 12 13 Time (hours) " 15 16 I [J Runoff! 18 19 20 I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} Type "' 24-hr 50-Year Rainfal/==6. 00 Printed 7/12/2013 HydroCAO® 10.00 si n 08167 © 2013 Hyd roCAO Software Solutions LLC Time span=S.00-20.00 hrs, dt=O.OS hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 5 Subcatchment1 E: EXISTING RUN OFF Runoff Area=5.400 ac 0.00% Imp ervious Runoff Oepth>0.80" Flow Length=650' Slope=0.0100 'f' Tc=54.2 min CN=47 Runoff=1 .79 cfs 0.358 af Total Runoff Area == 5.400 ac Runoff Volume == 0.358 af Average Runoff Depth = 0.: 100.00% Pervious = 5.400 ac 0.00% Impervious = 0.000; I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Type III 24-hr 50-Year Rainfal/=6.00 Prepared by {enter your company name here} Printed 7/12/2013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1E: EXISTING RUN OFF Runoff = 1.79 cfs@ 12.91 hrs, Volume= 0.358 af, Depth> 0.80" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs , dt= 0.05 hrs Type III 24-hr 50-Year Rainfall=600" Area (a c) CN Description 3.300 2.100 49 50-75% Grass cover, Fair, HSG A 45 Woods, Poor, HSG A 5.400 5.400 47 Weighted Average 100.00% Pervious Area Tc (min) 54 .2 Length (feet) Slope (ftllt) Velocity (ftlsec) Capacity Description (ets) 650 0.0100 0.20 LagleN Method, Subcatchment 1E: EXISTING RUN OFF Hydrograph Type III 24-hr 50-Year Rainfall=6.00" Runoff Area=5.400 ac Runoff Volume=0.358 af Runoff Depth>0.80" Flow length=650' Slope=0.0100 '/' Tc=54.2 min CN=47 , . 5 6 7 8 9 10 14 15 16 17 16 19 20 I [] Runoffl I I I I I I I I I I • I I • I •• I I I KOTS WAY EXISTING RUNOFF Prepared by {enter your company name here} Type 1I/24-hr 100-Year Rainfall=6.50 Printed 7/12/2013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Time span=S.00-20.00 hrs, dt=O.OS hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 11 Subcatchment1E: EXISTING RUN OFF Runoff Area=5.400 ac 0.00% Impervious Runoff Depth>1.00" Flow Length=650' Slope=0.0100 'I' Tc=54 .2 min CN=47 Runoff=2.37 cfs 0.449 af Total Runoff Area = 5.400 ac Runoff Volume = 0.449 af Average Runoff Depth = 1.' 100,00% Pervious = 5.400 ac 0.00% Impervious = 0.000 ; I I I I I I I I I I I I I I I I I I I KOTS WAY EXISTING RUNOFF Type III 24-hr 100-Year Rainfal/=6.50 Prepared by {enter your company name here} Printed 7/12/2013 HydroCAD® 1000 sin 08167 ©2013 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 1E: EXISTING RUN OFF Runoff = 2.37 cfs @ 12.88 hrs, Volume= 0.449 af, Depth> 1.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=6.50" Area (ac) CN Description 3.300 2.100 49 50-75% Grass cover, Fair, HSG A 45 Woods, Poor, HSG A 5.400 5.400 47 Weighted Average 100.00% Pervious Area Tc (min) 54.2 5 Length (feet) Slope (ftlft) Velocity (ft/sec) Capacity Description (cfs) 650 0.0100 0.20 Lag/eN Method, Subcatchment 1E: EXISTING RUN OFF Hydrograph Type III 24-hr 100-Year Rainfall=6.50" Runoff Area=5.400 ac Runoff Volume=O.449 at Runoff Oepth>1.00" Flow Length=650' Slope=O.0100'1' Tc=54.2 min CN=47 6 7 8 9 10 11 12 13 14 1S 16 17 Time (hours) 10 Runoff! 19 20 I I I I I I I I I I I I I I I I I I I ATTACHMENT C: PROPOSED DEVELOPMENT HYDRO GRAPHS I I I I I I I I I I I I I I I I I I I 1p ·· --~ POST RUN OFF Road, houses, drives,lawns into basin Routing Diagram for KDTS WAY RUN OFF INTO DB Prepared by Town Of Harwich, Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions llC Area Listing (all nodes) Area eN Description (acres) (subcatchment-numbers) 0.914 49 50-75% Grass cover, Fair, HSG A (1 P) 1.171 39 >75% Grass cover, Good, HSG A (2P) 0.048 98 Paved parking, HSG A (1 P) 0.136 98 drives (2P) 0.374 98 road (2P) 0.145 98 roofs (2P) 2.788 57 TOTAL AREA Pri nted 7/9/2013 Page 2 I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Area Soil (acres) Group 2.133 HSGA 0.000 HSG B 0.000 HSG C 0.000 HSG D {l.655 Other 2.788 Soil Listing (all nodes) Subcatchment Numbers 1P,2P 2P TOTAL AREA Printed 719/2013 Page 3 I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total (acres) (acres) (acres) (acres) (acres) (acres) 0.914 0.000 0.000 0,000 0.000 0.914 1.171 0.000 0.000 0.000 0.000 1.171 0.048 0.000 0.000 0.000 0.000 0.048 0.000 0.000 0.000 0.000 0.136 0.136 0.000 0.000 0.000 0.000 0.374 0.374 0.000 0.000 0.000 0.000 0.145 0.145 2.133 0.000 0.000 0.000 0.655 2.788 Printed 71912013 Page 4 Ground Subcatchment Cover Numbers 50-75% Grass cover, Fair 1P > 75% Grass cover, Good 2P Paved parking 1P drives 2P road 2P roofs 2P TOTAl AREA I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type III 24-hr 10-Year Rainfal/=4.60" Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC nme span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 5 Subcatchment 1P; POST RUN OFF Runoff Area=0.962 ac 4.99% Impervious Runoff Oepth>0.50" Flow Length=230' Slope=O.0120 'j' Tc=19.5 min CN=51 Runoff=O.28 cfs 0.040 af Subcatchment 2P: Road, houses, Runoff Area=1 .826 ac 35.87% Impervious Runoff Oepth>0.96" Flow Length=250' Slope=0.0100 'r Tc=18.1 min CN=60 Runoff=1 .38 cfs 0.146 af Pond DET: DETENTION Peak Elev=130.17' Storage=0.020 af Infiow=1 .62 cfs 0.186 af Discarded=1.01 cfs 0.186 af Primary=O.OO cfs 0.000 af Outflow=1.01 cfs 0.186 af . Total Runoff Area = 2.788 ac Runoff Volume = 0.186 af Average Runoff Depth = 0.80" 74.78% Pervious = 2.085 ac 25.22% Impervious = 0.703 ac I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Type III 24-hr 10-Year Rainfa/1=4.60· Prepared by Town Of Harwich Printed 71912013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1 P: POST RUN OFF Runoff = 0.28 cfs @ 12.42 hrs, Volume= 0.040 af, Depth" 0.50" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type'" 24-hr 10-Year Rainfall=4.60" Area (ac) CN Description 0.914 0.048 0.962 0.914 0.048 Tc (min) Length (feet) 19.5 230 49 50-75% Grass cover, Fair, HSG A 98 Paved parking, HSG A 51 Weighted Average 95.01 % Pervious Area 4.99% Impervious Area Slope (ftlft) Velocity (ftlsec) Capacity Description (cfs) 0.0120 0.20 Lag/eN Method, Subcatchment 1 P: POST RUN OFF Hydrograph , Type III 24-hr 10-Year Rairifall=4.60" Runoff Area::O.962ac FflowLel)gth-2~O' Slope=O,0120'j' . Tc=19.5 min ' 1 .. · .... +····· .. ··· .. · .. 5 6 Time (hours) 1m Runoff~ I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Type III 24-hr 10-Year Rainfall=4.60· Prepared by Town Of Harwich Printed 7/9/2013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 2P: Road, houses, drives,lawns into basin Runoff = 1.38 cfs @ 12.29 hrs, Volume= 0.146 af, Depth> 0.96" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=4.60" • • • Area (ac) CN Description 0.145 0.374 0.136 1.171 1.826 1.171 0.655 Tc (min) Length (feet) 18.1 250 5 98 98 98 39 60 roofs road drives >75% Grass cover, Good, HSG A Weighted Average 64.13% Pervious Area 35.87% Impervious Area Slope (ftlfI) Velocity (ftlsec) Capacity Description (efs) 0.0100 0.23 lag/eN Method, Subcatchment 2P: Road, houses, drives,lawns into basin Hydrograph Type III 24~hr 10-Year Rainfal\~4.60" RunoffArea=1.~26ac RunoffVolume=O·f146af Runoff Depth?O.96" FloW Lengt~=2$O' . Slope~O.Q100 '/' Tc=1B,1 min N=60 16 17 20 I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepare!;l by Town Of Harwich Type III 24-hr 10-Year Rainfal/=4.60· Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Pond DET: DETENTION Inflow Area = 2.788 ac, 25.22% Impervious, Inflow Depth> 0.80" for 10-Year event Inflow = 1.62 cfs @ 12.31 hrs, Volume= 0.186 af Outflow = 1.01 cfs @ 12.62 hrs, Volume= 0.186af, Atten= 38%, Lag= 18.8 min Discarded = 1.01 cfs @ 12.62 hrs, Volume= 0.186af Primary = 0.00 cfs@ 5.00 hrs, Volume= 0.000 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 130.17' @ 12.62 hrs Surf.Area= 0.127 ac Storage= 0.020 af Plug-Flow detention time= 7.4 min calculated for 0.186 af (100% of inflow) Center-of-Mass de!. time= 6.3 min ( 854.4 -848.1 ) Volume Invert Avail. Storage Storage Description #1 130.00' 2.832 af Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area (feet) (acres) 130.00 0.120 131.00 0.164 132.00 0.213 133.00 2.670 134.00 0.087 135.00 . 0.105 136.00 0.124 Device Routing #1 Di~carded #2 Primary Perim. Inc.Store Cum.Store We!.Area (feet) (acre-feet) (acre-feet) (acres) 116.0 0.000 0.000 0.120 128.0 0.141 0.141 0.126 140.0 0.188 0.329 0.133 152.0 1.212 1.542 0.140 104.0 1.080 2.621 0.163 110.0 0.096 2.717 0.166 116.0 0.114 2.832 0.170 Invert Outlet Devices 130.00' 8.270 inlhr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' 135.50' 36.0" Horiz. OrificelGrate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=1.01 cfs @ 12.62 hrs HW=130.17' (Free Discharge) "L.1=Exfiltration (Controls 1.01 cfs) Primary OutFlow Max=O.OO cfs @ 5.00 hrs HW=130.00' (Free Discharge) "L.2=OrificeIGrate (Controls 0.00 cfs) Page 8 I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type III 24-hr 10-Year Rainfall=4.60· Printed 71912013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 9 Pond DET: DETENTION Hydrograph ... .....•. .... . ...... . Time (hours) Inflow Area=2. 788 Peak Elevr=130.1 i St9ra~e-'O_020 ~f . .... ~. ---' ------~ ..... -,.. -~--- • Inflow G! Outflow • Oiscarded lEI P'rimary I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type 11/ 24-hr 50-Year RainfaJ/=6.00" Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Soltware Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-eN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 10 Subcatchment 1 P: POST RUN OFF Runoff Area=0.962 ac 4.99% Impervious Runoff Depth>I.08" Flow Length=230' Slope=0.0120 'f Tc=19.5 min CN=51 Runoff=0.75 cfs 0.086 al Subcatchment 2P: Road, houses, Runoff Area=I.826 ac 35.87% Impervious Runoff Depth>l . 74" Flow Length=2SO' Slope=0.0100 'r Tc=18.1 min CN=60 Runoff=2.70 cfs 0.265 af Pond DET: DETENTION Peak Elev=130.67' Storage=0.090 af Inflow=3.42 cIs 0.351 al Discarded=I.04 cIs 0.350 af Primary=O.OO cfs 0.000 af Outfiow=I .04 cIs 0.350 af Total Runoff Area = 2.788 ac Runoff Volume = 0.351 at Average Runoff Depth = 1.51" 74.78% Pervious = 2.085 ae 25.22% Impervious = 0.703 ac I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Type III 24-hr 50-Year Rainfal/=6.00· Prepared by Town Of Harwich Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 1 P: POST RUN OFF Runoff = 0.75 cfs @ 12.33 hrs, Volume= 0.086 af, Depth> 1.08" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 50-Year Rainfall=6.00" Area (ac) CN Description 0.914 0.048 0.962 0.914 0.048 Tc (min) Length (feet) 19.5 230 49 50-75% Grass cover, Fair, HSG A 98 Paved parking, HSG A 51 Weighted Average 95.01 % Pervious Area 4.99% Impervious Area Slope (ftJft) Velocity (ftJsec) Capacity Description (cfs) 0.0120 0.20 lag/eN Method, Subcatchment 1 P: POST RUN OFF Hydrograph I ······;·················· ................................. : ........ ; ..... . .• -1- ................. ·,c·"'···'·:'·'··, : 50;;yearRainfall=6.00" :::::.Run6ffArea;;0.962~c 'RurloffVolume=0.086af·· 1.08" Time (hours) I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Type 1f124-hr 50-Year Rainfalf=6.OO· Prepared by Town Of Harwich Printed 7/9/2013 Page 12 HydroCAD® 10.00 sin 08167 © 2013 HydrciCAD Software Solutions LLC Summary for Subcatchment 2P: Road, houses, drives,lawns into basin Runoff = 2.70 cfs @ 12.27 hrs, Volume= 0.265 af, Depth> 1.74" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 50-Year Rainfall=6.00" • • • Area (a c) CN Description 0.145 0.374 0.136 1.171 1.826 1.171 0.655 Tc (min) Length (feet) 18.1 250 98 98 98 39 60 roofs road drives >75% Grass cover, Good, HSG A Weighted Average 64.13% Pervious Area 35.87% Impervious Area Slope (ftlfI) Velocity (ftlsec) Capacity Description (ets) 0.0100 0.23 Lag/eN Method, Subcatchment 2P: Road, houses, drives,lawns into basin Time (hours) Type '" 24~hr 50-Year Rainfall=6.00" Runoff Ar~a=1-,826 ac . Runoff Volume=0.265 af Runoff Depth>1.7;4" Flow Length=250' Slope=O;O 100',. Tc=18~1 min CN=60 18 19 20 I I I I I I I I I I I I •• I • I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type 11/ 24-hr 50-Year Rainfall=6.00" Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 13 Summary for Pond DET: DETENTION Inflow Area = 2.788 ac, 25.22% Impervious, Inflow Depth> 1.51" for 50-Year event Inflow = 3.42 cfs @ 12.28 hrs,' Volume= 0.351 af Outflow = 1.04 cfS @ 12.86 hrs, Volume= 0.350 af, Alten= 70%, lag= 34.4 min Discarded = Primary = 1.04 cfs @ 12.86 hrs, Volume= 0.350 af 0.00 cfs @ 5.00 hrs, Volume= 0.000 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 130.67' @ 12.86 hrs Surf.Area= 0.149 ac Storage= 0.090 af Plug-Flow detention time= 29.0 min calculated for 0.349 af (99% of inflow) Center-of-Mass del. time= 27.9 min ( 861 .1 -833.2 ) Volume Invert Avail.Storage Storage Description #1 130.00' 2.832 af Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area (feet) (acres) 130.00 0.120 131.00 0.164 132.00 0.213 133.00 2.670 134.00 0.087 .135.00 0.105 136.00 0.124 Device Routing #1 #2 Discarded Primary Perim. Inc.Store Cum.Store Wel.Area (feet) (acre-feet) (acre-feet) (acres) 116.0 0.000 0.000 0.120 128.0 0.141 0.141 0.126 140.0 0.188 0.329 0.133 152.0 1.212 1.542 0.140 104.0 1.080 2.621 0.163 110.0 0.096 2.717 0.166 116.0 0.114 2.832 0.170 Invert Outlet Devices 130.00' 8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' 135.50' 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=1.04 cfs @ 12.86 hrs HW=130.67' (Free Discharge) 'L.1=Exfiltration (Controls 1.04 cfs) Primary OutFlow Max=O.OO cfs @ 5.00 hrs HW=130.00' (Free Discharge) 'L.2=Orifice/Grate (Controls 0.00 cfs) I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type III 24-hr 50-Year Rainfall=6.00· Printed 7/9/2013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Page 14 • .2 ~ ....... Pond DET: DETENTION Hydrograph " . 12 13 14 15 Time (hours) . . ,., ._. Peak .. ",.,,';;;;;;., ..,.,.u. ~ Stora~eO.090 af " ' 17 18 19 20 II Inflow B Outflow • Discarded [] Primary I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type III 24-hr 100-Year Rainfall=6. 50· Printed 7/9/2013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 15 Subcatchment 1 P: POST RUN OFF Runoff Area=0 .962 ae 4.99 % Impervious Runoff Deplh>1.32" Flow Lenglh=230' Slope=0.0120'r Te=19.5 min CN=51 Runoff=0.96 efs 0.106 at Subcatchment 2P: Road, houses, Runoff Area=1.826 ae 35.87 % Impervious Runoff Deplh>2.05" Flow Length=250' Slope=0.0100'r Te=18.1 min CN=60 Runoff=3.23 efs 0.312 at Pond DET: DETENTION Peak Elev=130.88' Slorage=0.123 af Inflow=4.15 efs 0.418 af Discarded=1 .05 ets 0.41 7 af Primary=O.OO cfs 0.000 at Outflow=1 .05 cfs 0.417 at Total Runoff Area = 2.788 ae Runoff Volume = 0.418 af Average Runoff Depth = 1.80" 74.78% Pervious = 2.085 ae 25.22% Impervious = 0.703 ae I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type III 24-hr 100-Year Rainfall=6.50· Pri nted 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Subcatchment 1 P: POST RUN OFF Runoff = 0.96 cfs @ 12.32 hrs, Volume= 0.106 af, Depth> 1.32" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=6.S0" Area (ac) CN Description 0.914 0.048 0.962 0.914 0.048 Tc (min) Length (feet) 19.5 230 49 50-75% Grass cover, Fair, HSG A 98 Paved parking, HSG A 51 Weighted Average 95.01% Pervious Area 4.99% Impervious Area Slope (ft/tt) 0.0120 Velocity Capacity (ft/sec) (cfs) 0.20 Description lag/CN Method, Subcatchment 1 P: POST RUN OFF Hydrograph Page 16 ..... ~. .......... 10 Runoff ~ Time (hours) Type III 24-hr 100-Year Rainfall;:6.50" Runoff Area=O.962ac .Runoff Volume=O.106:af : Runoff Oepth>1.32" Flow Length=230' Slope=O.0120 'I' Tc=19,5 min CN=51 • • •• • • • I I I I I I I I I • I I I KOTS WAY RUN OFF INTO DB Type f1124-hr 100-Year Rainfal/=6.50· Prepared by Town Of Harwich . Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Subcatchment 2P: Road, houses, drives,lawns into basin Runoff = 3.23 cfs @ 12.27 hrs, Volume= 0.312 af, Depth> 2.05" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=6.50" • * * Area (a c) CN Description 0.145 0.374 0.136 1.171 1.826 1.171 0.655 Tc (min) Length (feet) 18.1 250 98 98 98 39 60 roofs road drives >75% Grass cover, Good, HSG A Weighted Average 64.13% Pervious Area 35.87% Impervious Area Slope (ft/fI) Velocity (ft/sec) Capacity Description (cfs) 0.0100 0.23 Lag/eN Method, Subcatchment 2P: Road, houses, drives,lawns into basin 1········,········-;-········:··· .... , ......... -...... ~ .. . Type 11124~hr · : 100-Year Rainfall=6.50" Runoff Area=1.~26 ac .' .... ;RYIlQ{[YQ.lyme:::Q .• 3.. 5 Time (hours) . Runoff Depth~2.05" . Flow Lengt~=250' Slope=0.0100 'I' TC=18:l 1 , 15 16 Page 17 I I I I I I I I I I I I I I I I I I I KOTS WAY RUN OFF INTO DB Prepared by Town Of Harwich Type //I 24-hr 100-Year Rainfall=6.50· Printed 7/9/2013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Page 18 Summary for Pond DET: DETENTION Inflow Area = 2.788 ac, 25.22% Impervious, Inflow Depth> 1.80" for 100-Year event Inflow = 4.15 cfs @ 12.28 hrs, Volume= 0.418 af Outflow = 1.05 cfs @ 12.94 hrs, Volume= 0.417 af, Atten= 75%, Lag= 40.0 min Discarded = Primary = 1.05 cfs @ 12.94 hrs, Volume= 0.417 af 0.00 cfs @ 5.00 hrs, Volume= 0.000 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 130.88' @ 12.94 hrs Surf.Area= 0.158 ac Storage= 0.123 af Plug-Flow detention time= 41.7 min calculated for 0.417 af (100% of inflow) Center-of-Mass de!. time= 40.7 min ( 870.1 -829.4) Volume Invert Avail.Storage Storage Description #1 130.00' 2.832 af Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area (feet) (acres) 130.00 0.120 131 .00 0.164 132.00 0.213 133.00 2.670 134.00 0.087 135.00 0.105 136.00 0.124 Device Routing #1 #2 Discarded Primary Perim. Inc.Store Cum.Store Wet.Area (feet) (acre-feet) (acre-feet) (acres) 116.0 0.000 0.000 0.120 128.0 0.141 0.141 0.126 140.0 0.188 0.329 0.133 152.0 1.212 1.542 0.140 104.0 1.080 2.621 0.163 110.0 0.096 2.717 0.166 116.0 0.114 2.832 0.170 Invert Outlet Devices 130.00' 8.270 in/hr Exflltration over Wetted area Conductivity to Groundwater Elevation = 0.00' 135.50' 36.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=1.05 cfs@ 12.94 hrs HW=130.88' (Free Discharge) Ll=Exfiltration (Controls 1.05 cfs) Primary OutFlow Max=O.OO cfs @ 5.00 hrs HW=130.00' (Free Discharge) L2=Orlfice/Grate (Controls 0.00 cfs) I I I I I I I I I I I· I I I I I I I I KOTS WAY RUN OFF INTO DB Type III 24-hr 100-Year Rainfalf=6.50· Prepared by Town Of Harwich Printed 71912013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 19 I············ .. ........ . Pond DET: DETENTION a=2:7ss·ac 130.S~' ae=m.t23 ·~f ........... : ....... , ...... , ....... , •............... , ....... . ........ _ ...... -~-. Time' (hours) fillnflow o Outflow • Discarded [] Primary I I I I I 5P I I I NE WATERSHED I I I I I I 3P I South Watershed I I I I 4P East Watershed Routing Diagram for KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich, Printed 71912013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Area (acres) 1.500 1.188 0.100 0.028 2.816 eN 49 39 98 98 47 Area Listing (aI/ nodes) Description (subcatchment-numbers) 50-75% Grass cover, Fair, HSG A (4P, 5P) > 75% Grass cover, Good, HSG A (3P) Paved parking, HSG A (3P) Unconnected roofs, HSG A (4P) TOTAL AREA Printed 7/9/2013 Page 2 I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Area (acres) 2.816 0.000 0.000 0.000 0.000 2.816 Soil Group HSGA HSG B HSGC HSG D Other Soil Listing (all nodes) Subcatchment Numbers 3P,4P,5P TOTAL AREA Printed 7/9/2013 Page 3 I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total (acres) (acres) (acres) (acres) (acres) (acres) 1.500 0.000 0.000 0.000 0.000 1.500 1.188 0.000 0.000 0.000 0.000 1.188 0.100 0.000 0.000 0.000 0.000 0.100 0.028 0.000 0.000 0.000 0.000 0.Q28 2.816 0.000 0.000 0.000 0.000 2.816 Printed 71912013 Page 4 Ground Subcatchment Cover Numbers 50-75% Grass cover, Fair 4P,5P > 75% Grass cover, Good 3P Paved parking 3P Unconnected roofs 4P TOTAL AREA I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 10-Year Rainfal/=4.60· Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 5 Subcatchment 3P: South Watershed Runoff Area=1.288 ac 7.76% Impervious Runoff Depth>0.23" Flow Length=202' Slope=0.0400 'f Tc=11.5 min CN=44 Runoff=0.12 cfs 0.025 af Subcatehment 4P: East Watershed Runoff Area=0.676 ac 4.14'10 Impervious Runoff Oepth>0.46" Flow Length=175' Slope=0.0690 'f Tc=6 .5 min UI Adjusted CN=50 Runoff=0.21 cfs 0.026 af Subcatchment SP: NE WATERSHED Runoff Area=0.852 ac 0.00'10 Impervious Runoff Oepth>0.42" Tc=O.O min CN=49 Runoff=0.27 cfs 0.030 af Total Runoff Area = 2.816 ae Runoff Volume "0.081 af Average Runoff Depth "0.3S" 9S.4S% Pervious" 2.688 ae 4.SS% Impervious = 0.128 ae I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 10-Year RainfaJ/=4.60" Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Subcatchment 3P: South Watershed Runoff = 0.12 cfs @ 12.47 hrs, Volume= 0.025 af, Depth> 0.23" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=4.60" Area (ac) CN Description 1.188 0.100 1.288 1.188 0.100 Tc (min) Length (feet) 11 .5 202 39 >75% Grass cover, Good, HSG A 98 Paved parking, HSG A 44 Weighted Average 92.24% Pervious Area 7.76% Impervious Area Slope (ft/ft) 0.0400 Velocity (ft/sec) 0.29 Capacity Description (cfs) Lag/eN Method, Subcatchment 3P: South Watershed Page 6 ,--------.-------+--------,--------.---- -- ---, _____ m; __ m ___ ' -----__ 'm __ m' __ ---m : __ m_ -1 III Runoff ._ . ;----. --_.. - i-------c--- -- ---- ------... ----,- ._---.. ,.'-' -------: .. --------. --------------------------------------------,------- ---.--------------------------------------------,.----- . --.,_. Time (hours) I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 10-Year Rainfal/=4.60· Printed 7/9/201 3 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 4P: East Watershed I RUnoff = 0.21 cfs @ 12.16 hrs, Volume= 0.026 af, Depth> 0.46" I I I I I I I I I I I I I I I RUnoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=4.60" Area (ac) CN Adj Description 0.648 0.028 0.676 0.648 0.028 0.028 Tc (min) Length (feet) 6.5 175 49 98 51 50 Slope (ft/ft) 0.0690 50-75% Grass cover, Fair, HSG A Unconnected roofs, HSG A Weighted Average, UI Adjusted 95.86% Pervious Area 4.14% Impervious Area 100.00% Unconnected Velocity (ft/sec) 0.45 Capacity Description (cfs) Lag/eN Method, Subcatchment 4P: East Watershed Hydrograph ... ----.----------. -.. ------------------. -.,-------+-----i''''M -' ----; --------,--------<------.--I' Vll'le -Iljl--:l4-1'1 r I . --,--------'.-----. -----------,------.. -f--------"----- .. _. -,_._----...... _------,_ .. -_. ------------------_ .... ---------,--------;----- Time (hours) 10 Runoff! I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type //I 24-hr 10-Year Rainfall=4. 60· Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Subcatchment 5P: NE WATERSHED [46] Hint: Tc=O (Instant runoff peak depends on dt) Runoff = 0.27 cfs @ 12.06 hrs, Volume= 0.030 af, Depth> 0.42" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=4.60" Area (ac) CN Description 0.852 49 50-75% Grass cover, Fair, HSG A 0.852 100.00% Pervious Area Subcatchment 5P: NE WATERSHED Page 8 .......... : ........ , ........ :, •.......... ; .......••. , ...... ; .................................. ;.....; .... . I iii Runoff! .. .... . ........................... : ......... , ........ :.l-"" ~"' ........ : ........ , .......... , ....... , ................... , ......... : ........ ; .... .. ........ , ........................ , ........ , ....... , .... . .; .. ·1 · .... ·: .... · .. ·:·· .... ·· ..................... .. 1 Time {hours} 15 16 18 19 20 I I I I I I I I I I. I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type 11/ 24-hr 50-Year Rainfal/=6.00" Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=O.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-lnd+Trans method -Pond routing by Stor-Ind method Page 9 Subcatchment 3P: South Watershed Runoff Area=1.288 ac 7.76% Impervious Runoff Depth>0.64" Flow Length=202' Slope=0.0400 'f' Tc=11.5 min CN=44 Runoff=0.51 cfs 0.068 af Subcatchment 4P: East Watershed Runoff Area=0.676 ac 4.14% Impervious Runoff Depth>1 .02" Flow Length=175' Slope=O.0690 'j' Tc=6.5 min UI Adjusted CN=50 Runoff=0.69 cfs 0.057 af Subcatchment 5P: NE WATERSHED Runoff Area=0.852 ac 0.00% Impervious Runoff Depth>0.95" Tc=O.O min CN=49 Runoff=0.93 cfs 0.068 af Total Runoff Area = 2.816 ac Runoff Volume = 0.193 af Average Runoff Depth = 0.82" 95.45% Pervious = 2.688 ac 4.55% Impervious = 0.128 ac I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 50-Year Rainfall=6.00" Printed 7/9/20.13 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Subcatchment 3P: South Watershed Runoff = 0..51 cfs @ 12.26 hrs, Volume= 0..0.68 af, Depth> 0..64" Runoff by SCS TR-2D method, UH=SCS, Weighted-CN, Time Span= 5.0.0-20..0.0. hrs, dt= 0..0.5 hrs Type III 24-hr 5D-Year RainfaU=6.DD" Area (ac) 1.188 0..100 1.288 1.188 0..10.0. CN . Description 39 >75% Grass cover, Good, HSG A . 98 Paved parking, HSG A 44 Weighted Average 92.24% Pervious Area 7.76% Impervious Area Tc (min) Length (feet) Slope (ft/tt) Velocity (ft/sec) Capacity Description (cfs) 11.5 20.2 0..0.400. 0..29 La9/eN Method, Subcatchment 3P: South Watershed Hydrograph ···························Type··ln·24~hr eafRi:iiiifa-Il=6:00" ume=O.06S ·af Depth 12 14 15 16 17 Time (l'!ours) Page 10. I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 50-Year Rainfall=6.00" Printed 719/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 4P: East Watershed I Runoff = 0.69 cfs @ 12.12 hrs, Volume= 0.057 af, Depth> 1.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs I Type III 24-hr 50-Year Rainfall=6.00" I I I I I I I I I I I I I I Area (ac) CN Adj Description 0.648 0.028 0.676 0.648 0.028 0.028 Tc (min) Length (feet) 6.5 175 49 50-75% Grass cover, Fair, HSG A 98 Unconnected roofs, HSG A 51 50 Weighted Average, UI Adjusted Slope (ft/ft) 0.0690 95.86% Pervious Area 4.14% Impervious Area 100.00% Unconnected Velocity (ft/sec) 0.45 Capacity Description (cfs) Lag/eN Method, Subcatchment 4P: East Watershed Hydrograph ....... --............. , ........•......... , ........ , ......... , .........•........ , ........•.•..........•............. ·····,······+r=:,,-, .... , ......... , ......... , ...................................•...... .. ... Type III 24-hr .;-.- 50~YearRair1faU.:..6 ·"·'''· .... ,.a.un6ffArea~O.676 , RurloffVolume=O.057i af :RUlioffDe:ptti>11:0~~ .. ··1 I ····'·················· ................ , .... .. "'j:!iovi =175' Slope=O.0690,'1' . .. Tc=6.5 min UtAdju$t~dCN=50 . 6 7 10 11 12 13 14 15 16 17 18 Time (hours) I [!l Runoffl I I I I I I I I I I I I I I I I- I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 50-Year Rainfall=6.00· Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Summary for Subcatchment 5P: NE WATERSHED [46] Hint: Tc=O (Instant runoff peak depends on dt) Runoff = 0.93 cfs @ 12.02 hrs, Volume= 0.068 af, Depth> 0.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 50-Year Rainfall=6.00" Area (ac) CN 0.852 49 0.852 Description 50-75% Grass cover, Fair, HSG A 100.00% Pervious Area Subcatchment 5P: NE WATERSHED Time (hours) Type 11124~hr 50-Year Rainfall=6.00" Runoff Area=O.~52 .ac Runoff Volume=O.068 af Runoff Depth>OJ~5" Tc=O.O min CN-49 Page 12 I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 100-Year Rainfall=6.50" Printed 71912013 HydroCAD® 10.00 sIn 08167 © 2013 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-eN Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 13 Subcatchment 3P: South Watershed Runoff Area=1.288 ac 7.76% Impervious Runoff Oepth>0.82' Flow Length=202' Slope=0.0400'r Tc=11.5 min CN=44 Runoff=0.76 cIs 0.088 al Subcatchment 4P: East Watershed Runoff Area=0.676 ac 4.14% Impervious Runoff Oepth>1 .25" Flow Length=175' Slope=0.0690'r Tc=6 .5 min UI Adjusted CN=50 Runoff=0.90 cfs 0.070 al Subcatchment 5P: NE WATERSHED Runoff Area=0.852 ac 0.00% Impervious Runoff Oepth>1 .18" Tc=O.O min CN=49 Runoff=1.23 cIs 0.084 at Total Runoff Area = 2.816 ac Runoff Volume = 0.242 af Average Runoff Depth = 1.03" 95.45% Pervious = 2.688 ac 4.55% Impervious = 0.128 ac I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Prepared by Town Of Harwich Type III 24-hr 100-Year Rainfal/=6.50· Printed 7/9/2013 HydroCAD® 10.00 sIn 08167 ©2013 HydroCAD Software Solutions LLC Summary for Subcatchment 3P: South Watershed Runoff = 0.76 cfs @ 12.22 hrs, Volume= 0.088 af, Depth> 0.82" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=6.50" Area (a c) CN Description 1.188 0.100 1.288 1.188 0.100 Tc (min) Length . (feet) 11 .5 202 39 >75% Grass cover, Good, HSG A 98 Paved parking, HSG A 44 Weighted Average 92.24% Pervious Area 7.76% Impervious Area Slope (ftlft) Velocity (ftlsec) Capacity Description (cfs) 0.0400 0.29 Lag/eN Method, Subcatchment 3P: South Watershed Page 14 10 Runoff ~ 12 13 Time (hours) 15 16 18 19 20 I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Type III 24-hr 100-Year Rainfall=6.50· Prepared by Town Of Harwich Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 15 Summary for Subcatchment 4P: East Watershed Runoff = 0.90 cfs @ 12.11 hrs, Volume= 0.070 af, Depth> 1.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=6.50" Area (ac) CN Adj Description 0.648 0.028 49 50-75% Grass cover, Fair, HSG A 98 Unconnected roofs, HSG A 0.676 51 50 Weighted Average, UI Adjusted 95.86% Pervious Area 0.648 0.028 0.028 Tc (min) Length (feet) 6.5 175 Slope (ft/tt) 0.0690 4.14% Impervious Area 100.00% Unconnected Velocity (ft/sec) 0.45 Capacity Description (efs) Lag/eN Method, Subcatchment 4P: East Watershed Time (hours) Type III 24~hr 100-Year Rainfall=6.50" Runoff Area=O.676 ~c Runoff Volume=O.070 af Runoff Oepth>1.25" Flow Length=11'5' Slope=O.0690. 'I' Tc=6~5 min UI Adjusted CN=50 I El Runoff~ I I I I I I I I I I I I I I I I I I I KOTS WAY POST RUNOFF AREAS 3,4,5 Type III 24-hr 100-Year Rainfall=6.50" Prepared by Town Of Harwich Printed 7/9/2013 HydroCAD® 10.00 sin 08167 © 2013 HydroCAD Software Solutions LLC Page 16 Summary for Subcatchment 5P: NE WATERSHED [46] Hint: Tc=O (Instant runoff peak depends on dt) Runoff = 1.23 cfs @ 12.02 hrs, Volume= 0.084 af, Depth> 1.18" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-Year Rainfall=6.50" Area (a c) 0.852 0.852 6 CN Description 49 50-75% Grass cover, Fair, HSG A 7 100.00% Pervious Area Subcatchment 5P: NE WATERSHED Hydrograph 8 Time (hours) Type IIi 24~hr 1 OO~ Year Rainfall:::6.50" Runoff Area=O.~52 ac 'Runoff Volume=O.084 af Runoff Depth>1.18" Tc=O ,lO min CN=49 15 19 20 I B Runoff ~ I I I I I I I I I I I I I I I I I I I STORMW ATER REPORT PROPOSED KOT'S WAY SUBDIVISION AGAWAM, MASSACHUSETTS July 15,2013 PREPARED BY: CIVIL ENGINEERING ASSOCIATES PO BOX 916 SOUTH DENNIS, MASSACHUSETTS ()/lJ0 I I I I I I I I I I I I I I I I I I I m Important: When filling out forms on the computer, use only the tab key to move your cursor ~ do not use the return key. ~ ~ Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report A. Introduction A Stormwater Report must be submitted with the Notice of Intent permit application to document compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for the Stormwater Report (which should provide more sUbstantive and detailed information) but is offered here as a tool to help the applicant organize their Stormwater Management documentation for their Report and for the reviewer to assess this information in a consistent formal. As noted in the Checklist, the Stormwater Report must contain the engineering computations and supporting information set forth in Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer (RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer (see page 2) that certifies that the Stormwater Report contains all required submittals.' This Checklist is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. 1 The Stormwater Report may also inclu'de the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report, the Illicit Discharge Compliance Statement must be submitted prior to the discharge of storrnwater runoff to the post~con5truction best management practices. 2 For some complex projects, it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event, the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. swcheck·04101108 Stormwater Report Checklist· Page 1 of 8 I I~ I I I I I I I I I I I I I I I I Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a co mplete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable (NA) and provide the reasons for that determination. A complete ch ecklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification I have reviewed the Stormwater Report, inclu ding the soil evaluati on, computations, Long-term Pollution Prevention Plan. the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan. the Illicit Discharge Compliance Statement (if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I ha ve also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature Checklist /5 '2-0,3 ) Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? [g] New development o Redevelopment o Mix of New Development and Redevelopment I swcheck' 04/01/08 Stormwater Report Checklist· Page 2 of 8 I I I I I I I I I I I I I I I I I I I m Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: [8J No disturbance to any Wetland Resource Areas o Site Design Practices (e.g. clustered development, reduced frontage setbacks) o Reduced I mpervious Area (Redevelopment Only) o Minimizing disturbance to existing trees and shrubs o LID Site Design Credit Requested: o Credit 1 o Credit 2 o Credit 3 o Use of "country drainage" versus curb and gutter conveyance and pipe o Bioretention Cells (includes Rain Gardens) o Constructed Stormwater Wetlands (includes Gravel Wetlands designs) 0 Treebox Filter 0 Water Quality Swale 0 Grass Channel 0 Green Roof 0 Other (describe): Standard 1: No New Untreated Discharges [8J No new untreated discharges o Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth [8J Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. swcheck· 04101108 Stormwater Report Checklist· Page 3 of 8 I I I I I I I I I I I I I I I I Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation D Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. D Evaluation provided to determine whether off-site nooding increases during the 1 ~O-year 24-hour storm. ~ Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 1 O-year 24-hour storms. tf evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 1 DO-year 24- hour storm. Standard 3: Recharge ~ Soil Analysis provided. ~ Required Recharge Volume calculation provided. D Required Recharge vol ume reduced through use of the LID site Design Credits. ~ Sizing the infiltration, BMPs is based on the following method: Check the method used. ~ Static D Simple Dynamic D Dynamic Field' ~ Runoff from all impervious areas at the site discharging to the infiltration BMP. D Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. D Recharge BM Ps have been sized to infiltrate the Required Recharge Volume. D Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: o Site is comprised solely of C and D soils and/or bedrock at the land surface D M.G.L. c. 21 E sites pursuant to 310 CMR 40.0000 D Solid Waste Landfill pursuant to 310 CMR 19.000 o Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. ~ Calculations showing that the infiltration BMPs will drain in 72 hours are provided. D Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included. I 80% TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. swcheck • 04/0,,08 Stormwaler Report Checklist· Page 4 of B I I I I I I I I I I I I I I I I I I I m Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) o The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. !ZI Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwa ter management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollulion Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. !ZI A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. !ZI Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: o is within the Zone II or Interim Wellhead Protection Area o is near or to other critical areas !ZI is within soils with a rapid infiltra tion rate (greater than 2.4 inches per hour) o involves runoff from land uses with higher potential pollutant loads. o The Required Water Quality Volume is reduced through use of the LID sile Design Credits. !ZI Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided. swcheck • 04/01/06 Stormwater Report Checklist· Page 5 of 8 I I I I I I I I I I I I I I I I I I I m Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4: Water Quality (continued) ~ The BMP is sized (and calculations provided) based on: ~ The)l," or 1" Water Quality Volume or D The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. D The applicant proposes to use proprietary BMPs. and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP check list found in Volume 2. Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report. STEP Report. and/or other third party studies verifying performance of the proprietary BMPs. D A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) D The NPDES Multi-Sector General Permit covers the land use and the Storm water Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. D The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. D The NPDES Multi-Sector General Permit does not cover the land use. D LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain. snow. snow melt and runoff. and been included in the long term Pollution Prevention Plan. D All exposure has been eliminated. D All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. D The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator. a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas D The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. o Critical areas and BMPs are identified in the Stormwater Report. swcheck·04/01/08 Stormwater Report Checklist· Page 6 of 8 I I I I I I I I I I I I I I I I I I I m Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable D The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: D Limited Project o Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. D Small Residential Projects : 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area D Marina andlor boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff D Bike Path andlor Foot Path D Redevelopment Project D Redevelopment portion of mix of new and redevelopment. D Certain standards are not fully met (Standard No.1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. D The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan ; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. I25l A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. swcheck • 04/01/08 Stormwater Report Checklist· Page 7 of 8 I I I I I I I I I I I I I I I I I I I ~ Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) D The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Storm water Report but will be submitted before land disturbance begins. D The project is not covered by a NPDES Construction General Permit. D The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ~ The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ~ The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: D Name of the stormwater management system owners; D Party responsible for operation and maintenance; D Schedule for implementation of routine and non-routine maintenance tasks; D Plan showing the location of all stormwater BMPs maintenance access areas; D Description and delineation of public safety features; D Estimated operation and maintenance budget; and D Operation and Maintenance Log Form. D The responsible party is not the owner of the parcel where the BM P is located and the Stormwater Report includes the following submissions: D A copy of the legal instrument (deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; D A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges D The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; D An Illicit Discharge Compliance Statement is attached; D NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. swcheck • 04/01/08 Stormwater Report Checklist· Page 8 of 8 I I I I I I I I I I I I I I I I I I I STANDARD 1: NO UNTREATED DISCHARES OR EROSION TO WETLANDS Run otf from the road and driveways enter two deep sump hooded catch basins which discharges into the detention basin. There wi ll be no flow out ofthe basin. The only areas being disturbed are sandy soils of hydrologic group A with very flat slopes (l %). The erosion potential is minor. STANDARD 2: PEAK RATE ATTENUATION The road, driveways and front yards drain into the detention basin which is sized to handle all run off for all storms with no discharge. The post run off from the site is less than the existing run off. STANDARD3: RECHARGE Run off from the road and driveways enter deep sump catch basins which discharge into the detention basin. Dynamic Field Method: Target Depth Factor for "A" soils: .6" Rawl's Infiltration Rate: 8.27"/hr Bottom Area of Detention Basin: 500 sf Bottom Elevation of Basin: 90' Outlet invert: 90.2' Required infiltration: .6"/12" x .655 acres (new impervious area) = .03275 ac x 43560 = 1426 cf Infiltration provided: Basin has far more storage volume than 1426 cf. Even for a 100 year storm, the hydrographs show the basin should empty within 6 hours I I I I I I I I I I I I I I I I I I I STANDARD 4: WATER QUALITY Long Tenn Pollution Prevention Plan. (See Appendix A) 44% removal required prior to infiltration system: Deep sump hooded catch basin (25 % deep sump, 25% oil removal) = 44% removal Required Water Quality Treatment Volume (1 "): Area of stored volume in detention basin is far more than the 1" treatment volume. 1"/12" x .655 acres (new impervious area) = .0545 ac x 43560 = 2374 cf STANDARD 5: LAND USES WITH HIGHER POTENTIAL POLLUTANT LOADS Not App li cable STANDARD 6: CRlTICAL AREAS One inch rule satisfied (see above) 44% pre treatment prior to infiltration satisfied (see above) STANDARD 7: REDEVELOPMENTS: Not Applicable STANDARD 8: CONSTRUCTION PERlOD POLLUTION PREVENTION AND EROSION AND SEDIMENTATION CONTROL (See Appendix B) STANDARD 9: OPERATION AND MAINTENANCE PLAN (See Appendix C) STANDARD 10: SEE POLLUTION PREVENTION PLAN I I I I I I I I I I I I I I I I I I I APPENDIX A: LONG TERM POLLUTION PREVENTION PLAN I I I I I I I I I I I I I I I I I I I LONG TERM POLLUTION PREVENTION PLAN Disturb only areas needed to construct road, houses, driveways and detention basin. All oils, cleaning fluids, fertilizers, herbicides, pesticides, or chemicals of any kind shall be stored in secure containers undercover, not outside. Deep sump hooded catch basins and detention pond shall be inspected and maintained in accordance to the Operation and Maintenance Plan. In the instance of an oil spill or discharge of any illicit substance, the proper authorities shall be notified immediately (State DEP and local Boards of Health and Conservation Commission). Any contaminants entering the catch basins and/or detention basin shall be removed and disposed of in accordance to all applicable requirements. The owner of the subdivision shall be the responsible party for implementation of this plan until such time that the Town accepts the road and drainage structures. I I I I I I I I I I I I I I I I I I I APPENDIXB: CONSTRUCTION PERIOD POLLUTION PREVENTION AND EROSION AND SEDIMENTATION CONTROL I I I I I I I I I I I I I I I I I I I CONSTRUCTION PERIOD POLLUTION PREVENTION AND EROSION AND SEDIMENTATION CONTROL Responsible Party: Owner of subdivision Only areas needed to be disturbed for construction purposes shall be disturbed. Construction Sequence: I. Install silt barrier prior to any construction activity. 2. Excavate road area, install units and backfill compacted material as expeditiously as possible. 3. Store all removed soils in area not subject to erosion. Prior to any rain during construction, place haybale row down graidient of soil piles up gradient of installed silt barrier. 4. Place filter fabric under inlet grates of catch basins during construction period. S. Compact road gravel and pave all disturbed areas of road and parking area. 6. Loam, mulch, any non paved areas that may have been disturbed during construction. 7. Remove silt or eroded materials from front of silt barriers and remove barriers. 8. Sweep affected road and parking area. 9. Remove filter fabric from catch basin grates. Sediment barrier shall be inspected prior to any predicted storm event, and repaired as needed. Any excess eroded material against barrier shall be removed. Sediment barrier, soil piles, and disturbed areas shall be inspected after every storm event. Eroded areas shall be re-Ioamed seeded and mulched. Eroded material shall be removed from silt barrier, and barrier repaired as needed. The responsible party shall log all inspections and corrective measures taken on a log available for review by any interested party. I I I I I I I I I I I I I I I I I I I APPENDIXC: OPERATION AND MAINTENANCE PLAN I I I I I I I I I I I I I I I I I I I OPERATION AND MAINTENANCE PLAN The owner of this subdivision will be the responsible party for the Operation and Maintenance of the storm water control devices. DEEP SUMP HOODED CATCH BASIN OPERA nON & MAINTENANCE: Inspections are performed above ground from the inlet grate. Visually inspect the sump to measure accumulated sediment and floatables (oil, etc.) components. Maintenance is performed quickly with a standard vacuum truck. 1. Unit should be inspected post-construction prior to being put into service. 2. Inspect every six months for the first year of operation to determine the oil and sediment accumulation rate. 3. In subsequent years, inspections can be based on first year observations. 4. Cleaning is required once the sediment depth reaches the bottom of the outlet structure (generally 2 '). 5. Inspect units immediately after an oil, fuel, or chemical spill. 6. A licensed waste management company shall remove captured petroleum waste products from any oil, fuel or chemical spills and dispose of in accordance with all State and local requirements. DETENTION BASIN OPERA nON & MAINTENANCE: 1. Inspect sediment fore bay after every major storm event and on a monthly basis. Remove sediment when it reaches over 3" in depth. 2. Inspect basin at least twice per year. Mow grass areas at least twice per year. 3. Remove trash and debris at least twice per year. 4. Remove sediment from basin every 5 years. "- S<9' & l' Offset .3 5<t, JASMINE ~ C.B. ·7" 1<t,,£: 0) LANE ----R=lS' ---t5 L=23.56' g (] ------- I ........... so' SIGHT DISTANCE I EASEljENT s~~~ I c-r ..... ..... IS' I ..... ..... ~ ..... -; / DETAIL 1 WATER BRIEN STREET ----------c;".jl. "- ~ "'. . 0 <J o .Q;: "- SEE DETAILS 1 & 2 o EASEMENT / I I ../ ../ .:! g ~ . I ../ f<i0 / ../../ ~~ )t ( Lot 6 22,092 s .f. Lot 5 81,952 s.f. ~ Lot 7 20,993 s.t. / I ; ~ I / I § ~ I / I ~ I / I I I / I I I @] .,.--:---..... /' \. .. \~:,",o.~O():.--__ N394569.69 E290992.96 eD -EXlsnNc <lARAGE 'TO BE ."'0\£0 / / I k I ~. r~h~ __ 1~9,-' ~UTI~U:'.:TY.:...=EA::S::EIj~E~N~T ~1 7'.::.3.~24:"_-_-_ -_L7;-;-·~-;;-;~-:;-.. -S---&l.f..lm.:_--I..7-9!!:..-84~' ==_'_ ... -€ ..... 01..:::..-j N394375.27 II E29134O.52 / N53'25'33"W 1+00 200 3 ... 00 ')~~-!f.~fl~lh~-4.--::-=--=:-G~ __ -:-::-~=-:-1.,::/=J=A~S5~3S~'2~5'~~?-;.E~I_N_E ___ L_A---:-_N~E ___ ;;;;89i'1'17r'-CC:;;:-'.'''SET~V\.'.;3i;o.Bi/ / 35.07' 10' UTiUTY ASEMENT 213.12' ___ This plQn prepQred In Qccordo.nce with the rules o.nd regulo.tlons of the Registry of' Deeds. DQte' 71t vi Ita I 0 0 (j ,,' ~ -i<1!-.~g DISTANCE t 1 A ---r-_"""EMENT Lo 15,086 s. t. ~ ~. / IS'; ...... / / 164.18' .. I.J.J EXlSTlNQ ;.. GARAQE .<v 0,,--_ 1<)-00) ~;>j I / I N / F Jennie Grimaldi N394474.24 N / ! Frank Morassi E290827.oo TOWN OF AGAWAM PLANNING BOARD REPORT This plan has been referred to the Agawam Planning Board in accordance with Chapter 41, Section 811 OF THE General Laws, and said Boord has submitted its report thereon to the Town Council. ~ . __ ~C ___ Chairman: ~ _~ __ _ Dote Lot 2A 20.023 S.t. @] 191.00' S53,9'54"E N / F Theodore Pidgeon ~ }...m No> ~~ no io- :2 Lot 3 20,269 s.t. ~. 255.02' N / F Kenneth Cizek / \ S49'12'37"E \ 305.99' 'U ... " a. a. ~ " '" o " (!) ... "- z / T 10' UTlLJTY EASEMENT / / / 9) '" 51 / / I Lot 4 45,732 s.t. ~ I I I I ~-r,a~s~em~~----~--------------------@ 96.90' . N / F Robert Meagher COMMONWEAL TH OF MASSACHUSETTS TOWN OF AGAWAM OFFICE OF THE TOWN CLERK hereby certify from records in my custody as Town CierI< that this is a true copy of the plan, showing the boundaries and measurements of the w ,as laid out by order of the Agawam Town C uncil, rsuant I .......... / to section 155-24 through 155-7 of Town Code, on --qLCtJ14---~ Date Town CierI< Station 0+00 0+15 0+18.11 0+48.08 3+01.16 3+25.95 3+85.44 l' Offse C.B. BOUND POINT TIES FROM CENTER LINE STATIONS C.B. Left C.B. Right N 60-05-46 E 38.00' S 60-05-46 W 38.00' N 60-05-46 E 23.00' S 60-05-46 W 24.00' N 60-05-46 E 23.00' S 60-05-46 W 23.00' N 36-34-27 E 23.00' S 36-34-27 W 23.00' N 36-34-27 E 23.00' N 36-34-27 E 44.76' S 36-34-27 W 23.00' s .. ..,..J.n DETAIL 2 SIDEWALK EASEMENT Legend III Concrete Bound Set o Iron Pipe Set o:IJ House Number GRAPHIC SCALE ~O··~. _____ T .. ,..... ( IN FEET ) 1 Inch -40 It. NO. DATE REVISIONS BY TOWN OF AGAWAM MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS JASMINE LANE ACCEPTANCE PLAN DATE: April 2016 FIELD BOOK NO.: PAGE: 1 ot 1 DRAWN: RRH CHECKED: RRH I APPROVED: I -----. '------•. -.-"--_. -----: -" --. ._-,-_ .. ,_. '"--, .~------"' ,-"" "."- F I N MAS SAC H LJ S ET T S ENGINEER CIVI L EN GIN EER I~~C ASSOCIATES ROBERT M. CAFARELLI Lo.:.us _--,57 D EVE L OP E D B Y 534 VADIM UNIO N KDT STR E F T \JEST S P R I N G F IE LD ) iV1A I~~D EX SHE E T LOT PLAN E XI ST ING CONDITIONS GRADING PLAN OV ERALL UTILITY PLAN PR OF I LE S DET E NTION POND ROAD GRADING CONSTRUCTI ON DET AIL S DATE Pe,.,,,"· I, Z,/j I HEREBY CERTIFY THAT I RECDRDED.r=~~~ f-:.- ON THE APPROVAL BY THE PLANNI NG BOARD OF THIS PLAN AND THA.T NO NOTICE OF APPEAL THEREFROM H h5E;:=~ L-____________________ ~ ____________________________________________________________________________________ ~~~OV~N~C~LE~RK~O~~~ PLANNING BOARD PO BOX 916 SOUTH DENN IS, MA TEL 413 246-8713 ENVIRONMENTALI ST MICH AE L MOCKO ENVIRO NMENTAL 36 HAMPDEN ROAD STAFFORD SPR INGS, CT 06076 1200 CONVERSE STREET LONGMEADOW, MA 01106 TEL 860 684-7205 TEL 413 567-6560 SHEET 1 SHEET ' 2 SHEET 3 SHEET 4 of of of of CONSULTANT 13 13 13 13 SHEETS 5 of 13 SHEETS of 13 SHEE T 7 of 13 SHEE T 8 of 13 SHEETS to 13 LE GEND IRON PIPE FOUND IRON PIPE TO BE SET IRON BAR FOUND BOUND FOUND BOUND TO BE SET SCALE: 1 " -40' DATE: January, APPLICATION FlLED' ___ _ HEARING DATE, ____ _ GRAPHIC SCALE 0 • • "' • 2013 40 0 20 40 eo 160 BD. OF HEALTH APPRu...' __ --::- PLAN APPROVEDI7tJV" .lo l ~ • PLAN ENDORSED, ___ _ ~SiII !_!~! I~~~~I ( IN FEET) 1 inch = 40 ft. ANDERSON ASSOC IATES LAND SURVEYOR, LAND PLANNING CONSULTAN T, SITE DESIGN 375 WALNUT STREET EXTENTION P.O. BOX 382 Ar.AWAM MASSAC":HIISFTTS 01001 Tel. 413 525-4145 Fax 413 273-1776 6 4 3 6« --2: Ul > ~ -2 0« QJS ~« UlC) « w >z f-- Zz LL « LJJ ~ OCL PREPAR ED FOR: Kot Custom Homes, Inc. 534 Union Street West Spring field, MA Camments NO. DAT[ D[SCRJPTlON This pl an prepa red in o.ccordo.nce with the rules and regula t ions of th2 Registry of Deeds, Date _______ _ DRAWING NO. SHEET 1 OF 13 LEGEND IRON PIPE FOUND IRON PIPE TO BE SET IRON BAR FOUND BOUND FOUND BOUND TO BE SET 2' COUNTOUR INTERVAL 10' CONTOUR INTERVAL OVERHEAD UTILITIES UTIUTY POLE SANITARY SEWER/MANHOLE PROPOSED SANITARY SEWER/MANHOUE STORM DRAIN/MANHOLE/CATCH BASIN PROPOSED STORM DRAIN/MANHOUE/ CATCH BASIN NOTES: WETLAND DELINEATION FLAG PROPOSED SPOT GRADE HYDRANT PROPOSED HYDRANT WATER GATE PROPOSED WATER GATE EXISTING TREE LINE o • • • ---152---- ---150---- ---.--®----- -----<@f---- -------~--~--- -------~---o_--- ~ BF-OO i,g1.ooi 1.) FOR REFERENCE TO ENCLOSED PERIMETERS SEE BOOK 14058 PAGE 525 BOOK 17604 PAGE 37 & BOOK 2532 PAGE 453 . B STREET CJ TREES TO TRIMMED OR Rn~OY,!tD ALLOW fOR I--------j'- LINE OF SIGHT I I I / /1 I I I I I / / / ( I I /1/ // } ~6 4"'-/ I IO~ I g I ~J I Lot 5 81,952 s.f. / I I ,w / / I &I~ " "!~ ,," I ;- " Lot 7 ~ / / 20,993 s.t. I I I / I I i E>aSTING GARAGE 'TO BE REMOVED -1-, I I I $j I I JASM I NE N53'25' I I ~ I I I I I S53'25'33"E 57.19' s. f. ~ I N ~ r-I---to _ I ~ I I EXISTING GARAGE 'TO .. 191. Lot 2 20,023 s.f. )1 REMo"," I L ____________ _ Lot 6 I 22,092 s. f. I L= R=25' L=36.07' I I LAN E '33"W ,w .:!. L.----- "i- f" ~ 2 , '2.0.00' 1..'" ':::--__ R=60' 89.18' I I I ---- Lot 3 20,269 s.f. L ____ _ - / ) // -J'. / I ~/ ~ I e / ~ '~ / ---I .~r. y < I I I \ I I I I ~-~ \ i I I Lot 4 / 45,732 s.f. - \ \ - \ \ \ "- 2.) SITE DESIGN AND INDIVI DUAL GRADING PLANS FOR EACH OF THE PROPOSED BUILDING LOTS SHALL BE PREPARED TO ENSURE TH AT STORMWATER RUNOFF FROM THE INDIVIDUAL LOT BE RETAINED ON SITE TO PROTECT ADJACENT PROPER TIES OF THE SUBD IVISION AS WELL AS EACH OF THE PROPOSED BUILDING LOTS. GRADING PLANS SHALL INCLUDE BUT NOT LIMITED TO: GROUND ELEVA 1l0NS, TOP 164.18' 255.02' OF FOUNOATION WALL ELEVATIONS, APPROXIMATE DRIVEWAY LAYOUTS AND GRADES, ANY NE.CE.SSARY SWALES; YARD DRAINS, En;; §HAL~ BE SHOWN. 3.) THE ENllRE AREA OF EACH STREET OR WAY SHALL BE CLEARED OF ALL STUMPS, BRUSH, ROOTS, BOULDERS, LIKE MATERIAL AND ALL TREES NOT INTENDED FOR PRESERVATION SHALL BE REMOVED TO AN ACCEPTABLE DEPTH FOR ROADWAY CONSTR UCllON. ALL EXCAVAllON WITHIN ROADWAY SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE FILL MATERIALS, AS DETERMINED BY STANDARD AASHO TEST DESIGNATION T99, COMPACTION METHOD "C". I HEREBY CERTI FY THAT I RECORDED "..-~!Ao!!J ON THE APPROVAL BY THE PLANNING BOARD OF THIS PLAN AND THAT NO NOTICE OF APPEAL THEREFROM BY S53'19'54"E I / I N / F Jennie Grimaldi 7 / F Frank Morassi PLANNING BOARD I I ( I TRIA C Y APPLICATION FILED' ____ _ HEARING DATE, _____ _ BD. OF HEALTH "':"!<.L _____ _ PLAN APPROVED, ~"""-'--J..o...c."""", I PLAN ENDORSED, _____ _ D R I V E ZONING ZONE -RESIDENCE A2 REQUIRED FRONTAGE -110' REQUIRED AREA -15,ODO S.F. REQUIRED SIDE YARD -15' REQUIRED SETBACK -30' REQUIRED REAR YARD -20' N / F Theodore Pidgeon ZONING ZONE -AGRICULTURE REQUIRED FRONTAGE -120' REQUIRED AREA -20,000 S.F. REQUIRED SIDE YARD -15' REQUIRED SETBACK -30' REQUIRED REAR YARD -20' N / F Kenneth Cizek / / / / / / / / / / N / F Robert Meagh er / / I I I I I I I I \ 305.99' "- / ( " Iff ~ ItS 96.90' "'--. 1 I LOT I I ( ( "-"- / / ) '0 ~ o g: " 5. " '" ~ o " (!) ..... "- z \ \ i_____.. ~ I --- LEGEND IRON PIPE FOUND IRON PIPE TO BE SET IRON BAR FOUND BOUND FOUND BOUND TO BE SET PLAN o • • • SCALE: 1" -40' DATE: January, 2013 GRAPHIC SCALE 40 ~--( IN FEET) 1 inch ~ 40 It. 5 4 3 2 ANDERSON ASSOCIATES LAND SURVEYOR, LAND PLAN NING CONSULTANT, ,IT> n'SIr.N 375 WALNUT STREET EXTENTION P.O. BOX 382 AGAWAM, MASSACHUSETTS 01001 Tel. 413 525-4145 Fax 413 273-;776 z « °2 Ul > ~ -2 0« COs ~« UlC) « w >z f-- Z PREPARED FOR: Kot Custom Homes, Inc. 534 Union Street West Springfield, MA Site Distance Ease. DPW Comments DPW Comments DPW Comments Definitive Plans NO. DATE DESCRIPTION This In o.ccor"o.nce of DRAWING NO. SHEET 2 OF 13 DATE: ~4.<.1 I' y(J I HERE BY CERTIFY THA T [ RECORDED ON THE AP PROVAL BY THE PLANNING BOARD Dr THIS PLAN AND THAT NO NOT ICE OF AP PEAL THEREFROM B STR EE T I PLANN1NG BOARD I I I / / ! . '.-/ APPLlCATION rILED ' ____ _ HEARING DATE, ______ _ BD. OF HEALTH APPRJ. PLAN APPRO VED, 0«;101, ~ \~ PLAN ENDORSED. ___ -'-__ N Jennie G imoldi / / I T R I I / ---_ .. _------~---------------------------------------------------------- / ! EXISTING GARAGE'-___ -L '10 BE REMoVED 81T. ORIVE l I / / GRAVEL DRI; /1 / / I / / F Frank Morassi I . / .. , / ( / /A C Y I o R V E / / / = / / / / / N / F Theodore -- / GARAGE Pi dgean / / / r-' -- ... ~;",: -- ~OO ' q" -~ /~QrIO", / l.ir)~ / / I I I \ \ \ \ \ \. ,/ '" "-" - / / I ·· / 'J FK ~~ / / / -I / / / / /; 1/ / / '- / ---/ / / -f---/ ~I / / ~ ----- ." -.- \ \./ -~ 30' Ea sement N / F Rob ert Meagher / " . . J .• / / / / / / / ;;. -- / '.' . ' .... +~ .. / ; / ! , .. / ; /' / +. \' . ! .. \ \ EX ISTI NG '0 ~ o a. a. ., f1, " '" ~ o (I) <::! u- ........ Z LEGEND IRON PIPE FOUND 0 IRON PIPE TO BE SET • IRON BAR FOUND • BOUND FOUND 8 BOUND TO BE SET • COND ITI ONS SCALE: 1" 40' DATE: January, 2013 GRAPHI C SCALE IN FEET) 1 Inch -40 It. ANDER SON ASSOCIATES LAND SURVEYOR, LM,D PLANNING CONSULTAN T, SITE DESIGN 375 WALNUT STREET EXTENTION PO BOX 382 AGAWAM, MA~;:)ACt1U ::;t::TT~ 01001 Tel. 413 525-4145 Fa x 413 273-1776 7 6 5 4 3 2 Z n Ul « 2 > ~ -2 0 « Ws ~« u w <C > I--Z Zz LL<C W~ OCL PREPARED FOR: Kat Custom Hom es, In c . 534 Union Street West Springfield, MA DPW Co,"nments DPW Com DPW Comments DPW Comments DPW Comments DPW Comments Defin itive Pl ans DATE DESCRIPTION This plo.n prepo.reci ir'l o.ccor cio.nc e with the rules onci regul o. tions of the Registry of Deeds . Dote' ______________________ ___ DRAWIN G NO. SHEET 3 OF 13 NOTE: STREET & STOP SIGNS TO COMPLY WITH MUTCD REQUIREMENTS FOR SIZE, REFLECTIVE MATERIALS, AND INSTALLATION HEIGHT REQUIREMENTS, Final Location of He Ramps to be made in field with Town Enq. 140 - -- O.G. -1.0% -----PROPOSED 6~ \'fA TER --_ ~AIN -----'--- 130 1J.t..--:+---j 1l-------~8'"' SSDDlRi'=:3555;--SS,Ao:iNi:'."'iS;EEwwEiERC==",0.s% / 120 8" SDR-J5 SAN. SEWER ! +0.5:0: >-- V i3 ;;; ~ ~ ~~ ;> > ;;; Z :I: '" 0: ~ ~ UJ I" ~I ~ z,O ~ g g eJ rr, ~ ~ + I t5 '? >-5 CD "' ~ (Ii N '" -N -;;; >. >, z ;;; r '" '" ~ "' '" >-'" ;": ~ '" "' -6 g + Lot 2 191.00' - '" '" d '" --- - ;> z r '" z <1 '" a o '" + N 10 V.C. -=1 - Lot 6 I I I I I I I L=,:.g,3' --= R=25' L=36.07' :r 'F I I , L--- ~' Lot 5 -----. ~. . SILT FENCE & HAYBALES LIMIT OF WORK -- ~'-'~.\. '~'e:t\ond Line " -- ~ 0 \ ~ I§ I· j / / Lot 4 / < SILT FENCE & HAYBALES LIMIT OF WORK ) Water service to have min, 5' cover . DEEP OBSERVATION HOLE LOG TP#l Road 1+63 DEPTH FROM SOIL SOIL TEXTURE SURF ACE HORIZON ,U'''') (INCHES) 0" -12" 12" -22" 22" -108" A Bw C DEPTH TO GROUND WATER STANDING WATER IN HOlE: NONE FINE SANDY LOAM SANDY LOAM SAND E51lMATm SE!l.SQNAL HIGH GROUND WATER: >108- SOIL COLOR (MUNSELL) 10YR 3/2 10YR 4/6 5YR 6/3 SOIL MOTTLING (MUNSELL) NONE NONE NONE OTHER (smUCTUFlE,STONE:5, 9OULOIEI":S,CONSISlEtIC'f. " GR,t,\'[l) COARSE SAND, LOOSE, 5:0: GRAVEL NO WATER n[PlH TO BEOROCK: >108- WEEPING FROM fACE: NONE ,-._---------------------------------, DEEP OBSERVATION HOLE LOG rP#2 Road 3+13 10" -14" 14" -96" 96" -10B" A Bw C1 C2 DEPTH TO GROUND WATER STANOINC WA1ER iN HOI..£: NONE FINE SANDY LOAM SANDY LOAM ~ANO SAND ESTlMA1tD SEASONAL HIGH GRQUIIO WATER: >108" 10YR 3/2 lOYR 4/6 10YR f../.'7" 2.5YR 5/8 NONE NONE NONE COARSE SAND, LOOSE, 5:0: GRAVEL VERY COARSE SAND. LOOSE. 20-30:0: GRAVEL, NO WATER oe;PTH TO SEDROCK: >108~ WEU'ING FROM F Acr: NONE Sanitary Sewer service to have min, 4' cover DEEP OBSERVATION HOLE LOG TP#3 EASEMENT I I I ~ I I I Lot 3 L ___ _ / O.G - "' N o :Ji E '" +1.0% --- --- ROOF DRAINS TO BE REQUIRED FOR LOTS 2,3,4 ~ -~----- - ---------£.,Q. -- MINIMUM SPACING OF la' BETWEEN SANITARY SEWER AND WATER SERVICES TO PROPOSED RESIDENCES. ---EL,5DR::i SAN SfIllER--~% n "' 8 • DATE: ~(4 {, ,,/J -',""_PI ANNTNG BOARD I HEREBY CERTIFY THAT I RECo:DED ~~ ~ APPLlCATlDN FILED', ____ . __ . ON THE APPROVA L BY < l ,j r .. THE PLANNING BOARD OF HllS PLAN AND /h ~ -HEARING DATE, _______ _ ED. OF HEALTH APPR"_ . __ .--;: __ PLAN APPROVED, !Joy., ~ l.3 , PLA N & JASMIN DEPTH FROM SOIL SOIL TEXTURE SURFACE HORIZON (USDA) (INCHES) FINE 0" -12" A SANDY LOA~ 12" -24" Bw SANDY LOA~ 24" -60· C I SAND 60" -108" C2 SAND DEPlH TO GROUND WI>. TER STANDING W,I,TER IN HOLE: NONE EST1MATED SEASONAl.. HIGH GROUNO WATER: >10!" SOIL COLOR (MUNSELL) IOYR 3/2 10YR 4/6 5YR 6/3 5YR S/8 SOI L MOTTLING (MUNSELL) NONE NONE NONE NONE OTHER (SmuCTURE,STOHES, IICXJI..DERS,CotlSlST!NCY, " Gfl:A-.a.) MEDIUM SAND FIRM IN PLACE, 57-GRAVEL COARSE SAND. LOOSE, 5:0: GRAVEL NO WATER DEPTH TO BEDROCK: >10a~ WEEPING FRc)'! "ACE: NONE o • c SCALE: 1" -40' DATE: Janua ry, 2013 PROF ILE GRAPHIC SCALE LANE ANDERSO N ASSOCIA Tf:S LAND SURVEYOR, LAND PLANNING CONSUL T.ANT, SITE DESIGN 375 WALNUT STREET EXTENTION P.O. BOX 382 ACA WAM, UA S;<;:ACI--IU<;;!;: TT o.;: 01001 Tel. 413525-4145 Fax 413 273-1776 Kot 534 West z« 0::2: (f) > o OJ ~ (f) w > > « 5: « u « z PREPARED FOR: Custom Homes,ln c. Un ion Street Spring f iel d, MA 6 ~13 MH Grades 5 ~:1B/1.3 Bf'lW Cornmen!s 4 L8j25/13 DPW Comments 3 18/21/13 DPW Comments 2 18/12/13 DPW Comments 1 17/15/13 Definitive P lans NO. DA TE DESCRIPTION This plan prepared in accordancE' with the rules o.nd regulo tlons of the Registry of Deecis, DotE" ______________ _ DRAWING NO. ", THAT B~N !~~~~~P~~L THEREFROM _______ ' _____ _ ~ PL AN ENDORSED, .----__ ( IN FEET) SHEE T 6 OF 13 L-_________________________________________________________________________________________________________ ~~~r~I~"~>.~~~OF~~ l~it~~====~~====================~1_~~~~=_============_L ______________________ ~ ________________ _L ___________________ 1~in~c~h~~4~O~f~l __________________ ~!:::~~~~~::~~::~~:::::U '" , ~ ~ 'f- % ~ 0", ~. / / / \ \ ~ / / -t- ! \ \ 1 '" 'I I I I Revised: 9/20/13 Revised: 9/13/13 Revised: 10/18/13 Note: The detention pond cannot be used as a sedimentation basin during construction. If necessary an additional temporary sedimentation basin will be reqUired until the construction site is stabilized with vegetation. The contractor, developer and Town shall meet to determine location of the sedimentation basin prior to construction beginning. DATE' ________ _ I HEREBY CERTIFY THAT I RECORDED ON THE APPROVAL BY THE PLANNING BOARD OF THIS PLAN AND THAT NO NOTICE OF APPEAL THEREFROM HAS BEEN RECEIVED BY ME, TOWN CLERK OF PLANNING BOARD APPLICATION FILED' _____ _ HEARING DATE, BD, OF HEALTH APPR:J.' ____ -c:- PLAN APPRovm 1\ I QI{, 1, ~\3 PLAN ENDORSED' ______ __ ANDERSON ASSOCIATES LAND SURVEYOR, LAND PLANNING CONSULTANT, SITE DESIGN 375 WALNUT STREET EXTENTION P.O. BOX 382 AGAWAM, MASSACHUSETTS 01001 Tel. 413 525-4145 Fax 413 273-1776 Kot 534 West z« °2 Ul > ~ -2 0« OJ5 ~« UlC) w > « z PREPARED FOR: Custom Homes, Union Street Springfield, MA Inc. NO. DATE DESCRIPTION This plo.n prepo.recl in o.ccorclo.nce with the rules o.ncl regulo. tlans of the Registry of Deeds. Do. tel DRAWING NO. SHEET 7 OF 13 MI NI MU M THIC k NES S FOR PA V EMEN T HOT MIX ASPHALT GRAVEL BASE & GRAVEL SUB-BASE I TYPE OF SURFACE BINDER BASE (INCHES) DENSE I SUB-BASE CINCHES) STREET COURSE COURSE BASE GRADED CRUSHED I (M 1,03,0 TYPE B, 3' <INCHES) CINCHES) (INCHES) STONE (M 201.7) MAX') , PLA CE \.5' 3,0' NA 4.06 8.0' LANE 1,5' 3.0" NA 4,0' 8,0' SUBCOLl ECTOR IS 2,0' 3.0' 4.0' B.o' COLLECTOR 1,S' 2,0' 4,0' 4.0' 10,0' NOTE' THE ABOVE THICKNESS DO NOT APPLY TO INDUSTRI AL PARK ROADS 1. THE MATERIAL TO BE USED FOR THE GRAVEL BASE (THE 4" OF MATERIAL DIRECTLY UNDER TriE BINDER COURSE OF PAVlNG) IS TO BE DENSE GRADED CRUSHED STONE (NOT PROCESSED GRAVEL OR OTHER NATURAL STONE PRODUCT. MHO SPECIFICAlJON M2,01.7, WHICH MUST BE MET, STATES THAT COARSE AGGREGATE "4 SIEVE AND LARGER) MUST BE CRUSHER RUN. 2, THE UNE, GRADE AND COMPACTION OF THE GRAVEL SUS-BASE (T,E 8" LAYER OF GRAVEL BORROW DIRECTLY UNDER THE DENSE GRADED CRUSHED STONE) MUST BE APPROVED BY ENGINEERING BEFORE THE 4" LAYER 0' DENSE GRADED CRUSHED STONE IS PLACED, IT IS IMPORTANT THAT ENOUGH TiME IS ALLOWED IN THE CONSTRUCTION SeHEnULE SO THAT ~ELD DENSITY TESTS CAN BE MADE. 3, GRAVEL SAMPLES FOR THE SUB-8~SE AND BASE ¥.ILL BE TAKEN BY THE ENGINEERING DlVl"ON FOR TESTING, THE SAMPLE L1UST MEET ITS RESPECTIVE MHO SPEC1FlCAT!ON A.ND BE A~pR:O\l'm BY THE TOWN ENGINEER BEFORE ANY OF THE GRA.VEL CAN BE SPREAD ON -SITE, THE TOWN ENGINEER OR THEIR AGENT ARE SOLELY RESPON"BLE FOR CHAIN OF CUSTODY OF ALL SAMPLES; ANY TESTiNG PERFORMED OUTSIDE OF THE TO..", CHAIN OF CUSTODY WILL NOT BE ACCEPTEO, 4, FIELD DENSITY TESTING IS IO BE MADE ON BOTH THE GRAVEL SUB-BASE AND GRAVEL BASE SEPARATELY. THE GRAVEL SUB-BASE IS TO BE TESTEO 'BEfORE THE GRA VE~ BASE Will BE AL!..OVJEO TO BE PLACED. 5. ""EN THE GRAVEL FOR THE SUB-BASE AND BASE ,~ SPREAD OUT, IT IS TO BE SPREAD INTO THE SI TE STARTING AT THE ,.TE'S ENTRANCE AND wDRKING INWARDS, o. TIre OIt<OCrt COLJ~ot: or r ..... VI"Io C"'f~f~OT DC 1.."'.0 W •• T'L nil::: CI'OIr.CCAllr o DIYtOI Or~ ~II'\O ..... r r r..OYCD TIlL: Ortr'l.DC rOr\ TH~ ROADWAY AND THE COMPACTION OF THE GRAVEL BASE. 7, PRIOR TO INSTAULING THE CURB, THE DEVELOPER SHALL HAVE THE UNES OF THE PROPOSED CURBING LAID OUT WITH REO P~NT OR OTHER MARKING AND THEN NOTIFY ENGINEERING THAT MARKING IS READY FOR INSPECTION, AFTER INSPECM N, ENGINEERING WI LL NOTIf Y THE DEVELOPER THAT CURBING IS EITHER READy FOR LAYING OR CORRECTIONS MUST BE MACE TO THE MARKINGS. IN THE LATTER CASE, THE DEVELOPER MUST MAKE THE CORRECTlONS PRI OR TO APPROVAL AND INSTALLATION, TACK COAT IS REQUIRED BEFO, , PLACMENT OF HMA BERMS 8. PRIOR TO LA'I1NG THE TOP COURSE OF PAVEMF"T, AND AFTER THE CURB IS INSTAULED, THE PAVEMENT MUST BE FLOODED SO THAT ENGINEERING CAN OBSERVE AND SURV'Y THE GRADES OF BINDER COURSE TO DETECT ANY DISCREPANCIES IN GRADE, THIS INFORMATION MUST BE FURNISHED TO THE PA\1NG SUBCON TRACTOR BY THE DEVELOPER SO THAT f 'Y NECESSARY SHIMMING OF THE PAVEMENT CAN 8E MADE. ENGINEERING WilL CHECK SHIMS. 9, AS NOTED IN THE SUBDII,4SION REGULATIONS AND STAND ARD PERFORMANCE AGREEMENT, THE PRESENCE OF AN INSPECTOR WILL NOT RELIEVE THE DEVELOPER OF HIS OBLIGATIONS TO PROVlDE A SATISFACTORY INSTALLATION OF ALL FACILITIES WH ICH ARE A PART OF THE SU8011,4S10N , 10. TACK COAT WILL BE REQUIRED TO BE APPLIED AT A RATE OF 1/20 GAL/SY WHENEVER PLACING HMA OVER EXISTING PAVEMENT, OTHERWISE THE TACK COAT SHAUL 8E AS SPECIFIED IN SECTION 460.62 OF THE MHO STANDARD SPECInCATIONS, STR EET DESIGN ST AND ARDS TYPE OF STREET RIGH T OF '-lA Y ""IDTH PAVEMENT '-IIDTH (FEET! (FEET) PLACE 46 26 LANE SO 30 SUBCOLLECTOR 60 36 COLLECTOR 66 40 RE'v1SED OS/2008 DRAWN BY: DMD REV. BY: JTG, JGO PROJECT SHT. NAME SHT, NO. DATE: 1/23/98 REV.: O~/29/08 DWG. NO.: 1 APPROVED BY:JTD, MeC NOTES, s.::cnoo A-A MANHOLES TO'M'>! OF AGAWAM CONSTRUCn ON STANDARDS STREET STANDARDS PORTLAN D CEMEN T CON CRETE COLLAR S N,T.S 'LAN SEcnON c-c GATES SIT. CONe, TOf' COURSE H-I " CONCRETE COLLARS ARE NOT REQUIRED FOR TYPE "C" OR "CL" PRECAST CATCH 8ASIN S 2, ALL STRUCTURES ARE TO BE PLATED BEFORE PLACEMENT OF THE FIRST COURSE OF PAVEMENT AND RAISED PROMPTLY AFTERWARDS . 3, ALL RAISED STRUCTURES SHALL HAVE BITUMINOUS CONCRETE "DOUGHNUTS" PLACED AROUND THEM UNTIL Tl'E FINI SH COURSE OF PAVEMENT HAS BEEN COMPLETED, DRAWN BY: DI.40 REV. BY: MCC DATE: 12-5-96 REV.: 12-31-98 DWG. NO,: 1 APPROvEO BY: JTD PROJECT TOWN OF AGAWAM CON STRUCTION STANDARDS SHT. NAME CONCR ETE COLLARS BOARD SHT. NO, 1.1-1 I HEREBY CERTIFY THAT I RECORDED THE APPR OVAL BY OF THIS PLAN AND APF'E AL THER EF ROM APPLICATION FIlED' _____ _ oN _____ _ THE PLANNING BOARD THAT NO NOTICE OF BEEN RE HEARI NG DATE , BD, OF HEAL TH PLAN APP ROVED'~K1~L-~~~~1 PLAN ENDORSED, ____________ __ COMPACTED GRANULAR BACKFILL AS APPROVED BY THE ENGINEER INlTJAL BACK FI LL ----+-- SPRING LINE OF PIPE HAUNCHI NG ---I= __ ~ .... _c.:..._ __ ~ (SEE NOTI:. 3) (SEE 3) 6' 0/2 D1:l 6' "' w > 0 u ... 0 :I: ~ 0-W '" ~ Z w ~ w "' x w CRUSHED STONE FOON DATI ON AS ORDERED BY THE ENGINEER NOTES: 1. THE INSTALLAT ION OF' PIPE SHALL CONfORM TO THE REQUIREME:NTS or ASTM STANDARD D-2321. 2. THE (MBt OtoENT MATER1AL SHALL BE 3/4' CRUSHED STON£. 3. USE HAND I:R MECHANICAL TAMPING TO COMPAC T THE BEDDING AND HAUNOUNG. 4. GEO T[XTILE TO BE USED \,/HERE AN D AS DIRECTED BY ENGINEER. TRENCH SEC TION N.T.S, PROJECT SHT. NAME . (\J +~ ru "'w w~ ~D !;!z :Ow ~(;.j w~ '" "- DRAWN BY: VRK REV. BY; JCD QATE, 2/2/99 REV, 3/6/07 DWG. NO.: 1 TOWN Of AGAWAM CON STRUC TI ON STANDARDS SANITARY AND STORM SEWER TRENCH SECTION APPROVED BY: JTD. MCC co..ut TO READ "QRAlli" iN 3" Hlc:H LETlERS COVER TO 8t E:CUAL TO 'L£SARON L2&:2" AS IoPPRQVED e'T' lHE fO'o'ltl EHGlNE.t1ll I LI A PIO< Hct.as REQUIR(D I 101 lOS 24" MANHOLE COVER !4-I1t------tt1-*-' ""A~ TO 13( EQlJAI. ( .... S A~ItOVEO BY Tl-tf TO~ ENGINEER) TO "L.£BA~OtI U< "OA~ T01AL.. w[IGHT OF FRAME 6; CO'IER -.0185 LflS DRAWN BY:MCC I JTG PROJECT 24~ MANHOLE FRAME h.U. m.u DATE: 1-10-99/7-23-01 OWG. NO.: 1 TOWN OF AGAWAM CONSTRUCTION STANDARDS APPROVED BY: JTD SHT. NAME DRAIN MANHOLE FRAME AN D COVER SAT. NO. M-2 SHT. NO. D-2 ffi====='1t-------------------STANDARD MANHOLE f RAME AN D CO VER SEE 202,7,1 AND 202,8,1 TO INCLUDE "SEWER" ~----ADJUS T TC GRADE WITH NO LESS THAN 6" AND NO MORE THAN 12" 30" '!----'<--8" MI N, DIAMETER OF CONCRETE BRICK MASONRY, fRAME TO BE SET IN A f ULL BED OF MORTAR . 5" MIN. ./"--------FLAT SLAB TOP FOR SH ALLOW M ANH OLES ____________ --" -1,--- 48"±1 " DiA. , , ----SEAL ALL JOINTS ~TH APPROVED PREFORMED BIT, JOIN T f iLLER ~----------MINI MUM 0,12 SQ. IN, OF STEEL PER VER TI CAL FOOT, PLACED ACCORDING TO ASTM SPECIFICATION C 478 "---------SEE JOINT DETA'LS BELOW 5 " MIN, -0.80 OF r KOR-IN-SEAL PIPE DIA. .i OR EQUAL 5" MIN, i 1" CLEAR • Y I ! I I .> I I I ~I _I ~ < 1 12"MIN ~' II 1 1 2" MIN u±1 II 3" MIN ] 1" CLEAR SECTION A-A JOIN T DETAILS STAN DAR D SA NITARY SEWER MANHO LE CONCRETE COLlAR PLACE AROVND VALVE BOX PR!OR TO FINISH PAVING. SEE CONe. COLLAR DETAILS 6" VALVE MECHANICAL. JO!NT VALVE BOX N,T,S, 202.6,1 2'-" ASPHALT CURB ASPHALT PAVOoIENT SEE DETAIL b , PLACE 1/2" C. Y. M!N. WASHED OR BRct;EN STONE: AROUND H'rORANT DRAIN fJEGALUG MEGALUG M.J. HYDRANT TEE NOTE: WHEN HYDRANT IS 6-0.1. N!PPLE PE )( PE HYDRANT SEE SPEC ~ "- ~J --I 013/1 6" SECTION B-B MANHOLE STEP DROP FR ONT DESIGN CAST IN WA LL ON THE END Of THE UNE PROPER THRUST RESTAINT !S REQU!RED AND IS TO BE SPECIFED BY THE DESIGN ENG!NEER AND THE PROPER RESTRAIN T OISTANCE SHO'M-I ON THE PLANS M,J, SHOE W RETAINER GLANDS HYDR ANT DETAIL N.T.S. LEGEND IRON PIPE FOUND IRON PIPE TO BE SET IRON BAR FOUND BOUND FOUND 30UND TO BE SET SCALE: 1" -40 ' DATE: January, GRAP HIC SCALE "" 0 20 " 60 r-.~ I I I ( IN FEET ) 1 inch = 40 ft. CONST RU CT ION DET AILS MIN, 0 • • 0 • 2013 160 I 2 ANDERSON ASSOCI A TES L AND SURVEYOR, LA ND PLANN ING CONS ULTANT, SITE DESIGN 375 WALNUT STREET EXTENTION P ,O, BOX 382 AGAWAM, MASSACHU SETTS 0 1001 Tel. 41 3 525-41 45 Fax 413 273-1776 Z <c °2 en > o OJ ~ en w > f-- 2 <c S <c u <c Z Zz LL<C w ~ O ~ PREPARED FOR: Ko t Va d im 53 4 Union St reet Sprin g fi eld, M A Wes t 8 /12/13 DPW Comm ents 3 Definit ive Plan s NO. DATE DESCRIPTION This plo.t"> pr E'po.r E'ct it"> o.C cor ct o.nc E' with t h e r ules und r E'gulu t ions o f t h E' RE'gistry of DE'E'ct s , Do. te>: DR AWING N O. SHEE T 10 O;=-13 I I I ._-_._---- r---------------------------------------------------------------------------------------------------------------------------------------------------------~--------------~i CON STRUCTI ON SEQUENCE & EROSION AND SEDIMENT CON TROL PLAN PRE-CONSTRUCTION ACTION S: TR EE ROOTS SHALL BE PROTECTED FROM COMPACTION 8Y CONSTRUCTION EQUIPMENT. VEGETA TION AND TREES TO BE PROTECTED DURING CONSTRUCTION SHALL BE DELlNE.ATED WITH CLEAR MARKINGS IN THE FIELD. IDENTIFY BUFFER ZONE ARE AS AND SENSITIVE RESOURCE AREA S. HOLD A PRE CONSTRUCTION MEETING WITH THE OWNERS, CONTRACTOR, PROJEOT OONSULTANT, HIGHWAY DEPARTMENT AND AGAWAM CONSERV ATION COMMISSION TO DISCUSS THE CONSTRUCTION SCHEDULE, AND SPECIFICS FOR EROSION A ND SEDIMENT CON TR OL MEASURES. INST ALL SEDIMENT CONTROL MEASURES: THE LIMIT OF CLEAR ING FOR THE PROPOSED SWALE OONS TRUCTi ON SH A LL BE MARKED BY FIELD SURVEY AS SHOWN ON PLAN. THE OWNER SHALL NOTIFY THE CONSER VATION COMMISSION WHEN THE ABOVE SURVEY WORK IS COMPLETED. SEDI MENTATION BARRIERS SHALL BE INSTALLED PER PLAN SPECIFICATIONS BEFORE ANY CLEARING OR CONSTRUCTION WORK BEGINS AND SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT UNTIL DISTURBED AREAS HAVE BEEN STABILIZED. AVOID DISTURBING VEGETATION ON STEEP SLOPES OR OTHER CRITICAL AREAS AND LOCATE MATERI AL STOCK P ILES, BORROWED AREAS. AND ACCESS ROADS AWAY FROM CRITICAL AREAS. LAND CLEARING AND GRADING: SCHEDULE PROJECT SO CLEARIN G AND GRAulNG ARE DONE DURING THE DRY SEASON OR THE TIME OF MINIMUM EROSION POTENTIAL. CLEARING vi'lL Y THOSE ARE AS THAT ARE ESSENTIAL FOR COMPLETING SITE CONSTRUCTION. TEMPORARY SURFACE STABILIZATION: STAGE CONSTRUCTION SO THAT ONE AREA CAN BE STABILIZED BEFORE ANOTHER AREA IS DISTURBED THI S REDUCES THE TIME ll-IAT AN AREA IS LEFT UNSTABILIZED. SEDIMENTATION BARRIERS SHALL BE INSTALLED AS SHOWN ON P L ANS, PROPOSED BASIN/SWALE DISTURBED AREAS SHALL BE MAINTAINED TH ROUGHOUT THE DURATION OF THE PROJECT UNTIL DISTURBED AREAS HAVE BEEN STABILIZED. PERMANEN T SURFACE STABILIZATION: STABILIZE ALL DENUDED AREAS WITHIN 15 CALENDAR DAYS AFTER FINAL GRADING. DI STURBED AREAS THAT ARE INACTIVE AND WILL B E EXPOSED TO R".IN FOR 30 DAYS OR MORE SHOULD ALSO BE TEMPORARILY STABILIZED. LANDSCAPING AND FINAL STi>.BILIZATION: DURING FAVORABLE SEEDING DATES A ND IN AREAS WHERE VEGETATION CAN BE ESTABLISHED, THE FOLLOWING SHOULD BE IMP LEMENTED: U SE SEEDING AND FERTILIZING IN VERY FLAT, NONSENSITIVE AREAS WITH FAVORABLE SOILS. USE S EEDING AND MULCHING FOR LESS EROSIVE SOIL OR ON MODERATELY STEEP SLOPES WITH MODERATELY ER OSI VE SOILS IN RELATIVELY SENSITIVE AREAS. USE SEEDING WITH MULTIPLE MULCHING TREATMENTS OR SODDING FOR HIGHLY EROSIV E SOIL VERY STEEP SLOPES, OR SENSITIVE AREAS WI TH HIGHLY ER OSIVE SOILS. IF STABI LI ZATION IS REQUIRED DURING THE TIME OF YEAR THAT VEGETATION CANNOT BE ESTABLI SHED, IMPLEMENT THE fOLLOWING PRACTICES: GENERAL CONSTRUCTION NOTES: 1.) ALL MATERIAL AND CONSTRUCTION WORK SHALL CONFORM WITH THE APPLICABLE RULES AND REGULATIONS GOVERNING THE SUBDIVISION OF LAND IN THE TOWN DF AGAWAM, THE TOWN Of AGAWAM DEPARTMENT OF PUBLIC WORKS CONSTRUCTION STANDARDS AND WITH THE "STAND ARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES OF THE COMMONWEALTH OF MASSACHUSETTS", WITH THE "COMMONWEALTH OF MASSACHUSETTS 1977 CONSTRUCTION STANDARDS", AS AMENDED , AND WITH ANY CONDI TION S THA T MAY BE PR OMUL GATED BY THE PLANNING BOARD, BOARD OF HEALTH, OR CONSERVATION COMMISSION OF THE TOWN OF AGAWAM. 2.) PRIOR TO ORDERING MATERIALS OR STAR TING ANY CONSTRUCTION, THE SUBDIVIDER TOGETHER WI TH HIS CON TR ACTOR AND ENGINEER (IF APPLI CABLE) SHALL ARRANGE FOR 3.) 4) 5.) 6.) 7.) 8.) 9.) 10.) 11.) 12.) 13.) A MEETING WITH THE ENGINEERING DIVISI ON AND THE CITY PLANNER. AT THIS MEETING THE RULES FOR CONDUCTING CONSTRUCTION OPER ATIONS IN THE SUBDIVISION AND ON CITY STREETS WILL BE OUTLINED AND DISCUSSED. NOTICES TO BE GIVEN, METHODS AND MATERIALS TO BE EMPLOYED, HOW UTILITY CONNECTIONS ARE TO BE MADE, FEES REQUIRED AND OTHER OPERATIONAL MA TTERS WILL BE DISCUSSED. STORM DRAINS SHALL BE 12" PVC SDR-J5 (SOLID) PIPE, UNLESS OTHERWISE NOTED, OR AN APPROVED EQUAL CATCH BASIN CONNECTIONS SHALL BE 12" PVC SOR -35 (SOLID) PIPE OR AN APPROVED EQUAL, AND SHALL BE LAID AT A MINIMUM SLOPE OF 1.00% MINIMUM COVER OVER ALL STORM DRAIN PIPES AND CATCH BASIN CONNECTION SHALL BE 4' FROM THE PROPOSED FINISHED GRADE. OR AS SHOWN ON PLAN. ALL DRAINAGE STRUCTURES INCLUDING CATCH BASINS. MANHOLES, PIPES, AND DETEN TION POND SHALL BE COMPLETED BEFORE WATER IS ALLOWED TO FLOW THR OUGH THE SYSTEM TO TH E WATER COURSES. INSTALLATION OF ELECTRICAL, CABLE TV, TELEPHONE, AND WATER CONDUITS AND :::it.KVIc..,;t. ~VJ,{l'H:::c;.TJOI'i;) ~n .... l..L. 01:: IN t"ICOonDN-lOC 'MTl l Tl-IE TYPICAL ~O""ClWa.V 'i.~r.TI(1N AND REQUIREMENTS OF TIHE APPROPRIATE UTILITY COMPANY AND /OR MUNICIPAL DEPARTMENT. WATER MAINS SHALL BE 8" FIELD-LOCK GASKETS WITH MEGA-LUG WATER PIPE SHALL HAVE A MINIMUM CO VER OF 5' FROM THE FINISHED ROAD GRADE. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITIH THE REQUIREMENTS OF TIHE AGAWAM WATER COMMISSIONERS, WATER USE RULES AND REGULATIONS. ALL SERVICE CONNECTIONS TO BE SADDLE TAPPED WITH ERIE STYLE VALVES WITH RODS ALL FILL AREAS SHALL CONFORM WI TH SECTION 150 (SUB-SECTION 150.20 THRU 150.82) OF THE COMMONWEALTH OF MASSACHUSETTS STANOARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM ORY DENSITY OF THE FI LL MATERIALS AS DETERMINED BY STANDARD AASHTO TEST DESIGNATiON T99, COMPACTION METHOD "C":. CONTRACTOR SHALL GRADE SIDE SLOPES ALONG ROADWAY AT THE RATE NO STEEPER THAN THREE FEET HORIZONTALLY TO ONE FOOT VERTICALLY TO THE POINT WHERE THEY COINCIDE V~TIH SURROUNDING GROUND. SLOPES SHALL BE STABILIZED TO PREVENT TIHE EROSION OF SOIL INTO THE ROADWAY OR DRAINAGE SYSTEM . GRADING OF LOTS OUTSIDE THE LIMITS OF SIDE SLOPES SHALL BE THE RESPONSIBILITY OF THE LANDOWNER·S). CONTRACTOR SHALL COORDINATE TREE LOCATIONS WITH THE OWNER OR HIS REPRESENTATIVE TO BE CERTAIN THERE ARE NO CONFLICTS WITH UNDERGROUND UTILITIES. ALL TREES SHALL CONFORM TO A.A.N. STANDARDS FOR NURSERY STOCK, ANSI 260.1 1973, TO BE TRUE TO TYPE. SIZE, AND DESCRIPTION INDICATED ON PLAN OR AT THE DISCRETION OF THE HIGHWAY DEPARTMENT. ALL TREE AND PLANTINGS WILL BE IN SPECTED BY THE HIGHWAY DEPARTMENT. ALL EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRAC TOR ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITI ONS SHALL BE RESOLVED PRIOR TO BEGINNING CONSTRUCTION. UNDERGROUND UTILITY LOCATIONS SHOWN HER EON ARE BASED UPON OBSERVED SURFACE FEATURES AND AVAILABLE RECORD DATA AND ARE APPROXIMA TE. ACTUAL LOCATIONS SHOU LD BE VERIFIED WITIH THE APPROPRiATE UTI LITY COMPANY ANO/ OR MUNICIPAL DEPARTMENT PRIOR TO CDNSTRUCTION. ALL GRADE TRANSITIONS SHALL BE SMOOTH AND ROUNDED. SIDEWALKS SHALL HAVE A MAXIMUM 1.5% CROSS SLOPE TOWARD ROAD AND HAVE ACCESSIBLE CURB CUTS TH AT MEET ALL APPLICABLE STANDARDS. BITUMINOUS CONCRETE CURBS SHALL BE INSTALLED ON BOTH SlOES OF TIHE ROADWAY, EXCEPT AT INTERSECTIONS, USING MODIFIED TYPE 2 HMA BERM '" TH AN APPROVED CURB FORMING MACHI NE. ALL CURBS SHALL HAVE A MINIMUM REVEAL OF SIX and 1/2 (6.5) INCHES AND SHALL BE INSTALLED ON A BITUM INOUS BASE WlTIH A LAYER OF TACK COAT. AT DRIVEWA YS ALL CURBS SHALL BE IN STALLED SO AS TO RETURN TO THE SIDEWALK. AT INTERSECTIONS, TYPE VIB GRANITE CURBING SHALL BE INSTALLED ALONG THE ARC OF THE CURVES. THE GRANITE CURBING SHALL HAVE A SIX and 1/2-INCH REVEAL AND A 'MOTH AT THE TOP OF SIX (6) INCHES. DRAWN BY: JGO DATE, 3/6/2DD7 OWG. NO.: 1 APPROVED BY; t.4CC .... " ... ,'. ':: UNDISlUR8ED GRDOND 10' MINIMUM FROM TOE OF SLOPE ", ~ :. , HARDWOOD STAKE SEC TI ON A-A NO TES: 1. SILT FENCE IS TO BE iNSTAllED BEFORE ANY LAND DISTURBING ACTIVATES START AT THE CONSTRucn ON SITE -OR-ft,5 DIRECTED IN THE SITE'S EROSION AND SEDIMENTATION PLAN. 2. INSPECT SILT FENCE ON WEEKLY BASIS AND AfTER EACH RAIN ANY DETERIORATED/DAMAGED SILT FENCE MUST BE REPLACED IMM EDIATELY, 3. REMOVE SILT FROM FENCE AS NEEDED -OR-IIHEN THE SILT HAS ACCUMULATED TO HALF THE ORIGINAL HEIGHT OF THE FENCE. 4 WHEN JOINING TWO SECTION S OF FENCE. ROLL THE END STAKE S TOGETHER SUCH THAT THERE IS NO GAP IN THE FENCE, OVERLAPPING FENCE SECTIONS IS NOT AN ACCEPTABLE ALTERNATIVE PROJECT SILT FENCE N.T.S TOWN OF AGAWAM CONS TRU CTI ON STANDARDS SHT. NAME SILT FENCE ON MODERATE SLOPES OR SOIL THAT IS NOT HIGHLY ERODIBLE, MULCHING SHOULD BE EMPLOYED. ON STEEP SL OPES OR HIGHLY ERODIBLE SOILS, MULTIPLE MULCHING TREATMENTS SHALL BE USED. THE CURBING SHALL BE SET BY A METHOD APPROVED BY THE TOWN ENGlrN .. EE:,:.R:,;.. ________________________________________________ ..., ROUTE CONSTRUCTION TRAFFIC TO AVOID EXISTING OR NEWLY PLANTED VEGE TATION. DIVERT RUNOFF AWAY FROM DENUDED AREAS OP NEWLY SEEDED SLOPES. EROSIDN CONTROL SPECIFICATIONS 1.) ALL HAY BALE AND/OR SILT FENCE [,(OSION AND SEDIMEN TAllON CHECKS SHALL BE PLACED PRIOR TO BEGINNING WORV AS PER PLAN. 2.) ALL SOILS DI STURBED DURING CONSTRUCTION SHALL B E RESTORED TO GRADE, SEEDED AND MULCHED WITH HAY OR STRAW UNTIL GROWTH IS ESTABLISHED. 3.) WHEREVER HAY-BALES OR SILT FENCE FILTERS ARE USED. THEY SHALL BE MAINTAINED IN GOOD WORKING CO NDITION UNTIL GROUND COVER IS REESTABLISHED. 4.) THE DO WNHILL TOE-OF-SLOPE OF ALL S TOCKP ILED SOilS SHALL BE PROTECTED B Y STAKED HAY BALES OR SILT FENCE. 5.) SOIL STOCKPILES SHALL BE SHAPED AND SEEDED WITH TEMPORARY COVER AS PER SEEDING SPECIFICATIONS OR MULCHED IF GRADING IS TO BE DEL AYED OVER WINTER. 6.) IF ANY QUESTIONS ARISE REGARDING EROSION AND SEDIMENTA TI ON CON TR OL MEAsU~ES, fHE ENVIRONMENTAL FJROFI§§IONAL AND/O R ?RgJ~n g:1'1(JINEER §,f-jA bh BE CONSULTED IMMEDIA TEL Y. VEGET A llVE COVER SPECIFICA TIONS 1.) SCARIFY SU RF ACE OF ALL ARE AS TO BE TOPSOILED AND PLACE A MINIMUM OF 4 " TOPSOIL AND ALL AREAS TO BE SEEDED. 2.) APPLY LIME AT A RATE OF TWO TONS OF GROUND LIMESTONE PER ACRE (100. LBS/1000 SQ. FT.) 3 .) FERTILIZE 4.) A.) FOR SPRING SEEDING, APPLY 10-1 0-10 FERTILI ZER A TARA TE OF .300 LBS. PER ACRE (7 LBS./10DO S.F.) AND WORK INTO SOIL SIX TO EI GH T WEEKS LATER, APP L Y AN ADD ITIONAL 300. LBS PER ACRE ON THE SURFACE. B.) FOR FALL SEEDING, .lIPPLY 10-10-10 FERTILIZER AT A RATE OF 600. LBS. PER ACRE (14 LBS/I DOO S.F.) AND WORK INTO SOIL. SMOOTH AND FIRM SEEDBED, APPLY SEEDS UNIFORMLY AT THE RATE SPECIFIED FOR THE SEED TYPE AND COVER SEED WITH NOT MORE TH AN 1/4" OF SOIL. TOWN OF AGAWAM NOTES: L) NO TREE OVER EIGHT (6) INCHES IN DI.~M ETER MEASURED FIVE (5) FEET ABOVE THE GROUND SHALL BE REMOVED WITHOUT THE CONSENT OF THE TREE WARDEN OR HIS AGENT. 2.) PRIOR TO STARTING ANY OTHER WORK ON THE SiTE, THE CONTR.~CTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 3.) THE CONTRA CTOR IS RESPONSIBLE FOR SWEEPING ADJACENT STREETS AS NEEDED TO KEEP THEM FREE OF SOILS FROM THE PROJECT SITE. 4.) LOAM OR ANY OTHER SOIL STOCKPILE S MUST BE STAKED WITH HAY BALES OR SILT FENCE AROUND THE BOTTOM OF THE PILE. If STORED fOR MORE THAN A WEE, AND SEEDED WITH RYE GRASS IF STORAGE IS OVER 30 DAYS. 5.) INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS ANO WITHIN TWELVE HOURS AfTER EACH STORM AND DISPOSE OF SEDIMENTS IN AN UPLANO AR EA SUCH THAT THEY 00 NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 6.) CONTR ACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGU LATORY PROTECTED AREAS. WEATHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 7.0 CONTRAC TOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE TIHEY ARE COVERED, SEEDED, OR OTHER WISE STABILIZED TO PREVENT EROSION. 8.) CATCH BASINS MUST BE PROTECTED WI TIH A SILT SACK OR MIRAFI FABRIC AT GRATES AND i.lAiNfAiNEB AS NfEBED. 9.} UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CON TROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEM 10.) CONTRACTOR SHALL NOTIF Y "DIG SAFE" (1 -88B-34-4-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. 11.) INDIVIOUAL LOT GRADING PLANS INCLUDING SEWER AND WATER CON NECTION S AND FOUNDATION DRAIN PLAN SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR REVIEW AND APPROVAL PRI OR TO THE ISSU ANCE OF EACH BUILDING PERMIT. FOLLOW GR ADING PLAN AS SPECIFIED BY TOWN CODE 12.) THE INSTALLATION OF STREET LIGHTS IS REQUI RED AS DESCRIBED IN SECTION 159-24- TOWN CODE. PRE -CONSTRUCTION CONFEREN CE: A.) ONCE THE SUBDIVISION APPROVAL IS COMPLETE, THE DEVELOPER MUST CONTACT THE AGAWAM DPW ENGINEERING OFFICE TO SCHEDULE A PRE-CONSTRUCTION MEETING IN A TIMELY FASHION IN ORDER TO REVIEW ANY CONSTRUCTION CONCERNS OF THE TOWN. B.) PLEASE BE AWARE THAT THE TOWN OF AGAWAM MUST COMPLY I'.1TIH THE NPDES PHASE II STORMWATER PERMIT. ILLICIT DISCHARGE PREVENTION IS A COMPONENT. THIS WILL RESTRICT THE AC TIVI TIES WHICH CAN OCCUR IN THE DETENTION POND. OWNERS OF LOTS I'.1TH DETENTION POND WILL HAVE A COMPONENT IN THAT EFFORT. DA 2"-----<>j r ,'., 'i" T ,., ,,,,o l F=======~======~ Ill , : • · •• ·1 . -,. ',' . ~l '-D' I Co :Q 2'-8 3/4" I 1'-0" I t:: o:l 1:0 SECTION A -A B B TOP VI EW DRAWN 6Y; Mec REVISIONS DATE; 7-22-03 pWG NO , I APPROVED BY: Jill 10" 10 3/16" --= r--2" 10" 1'~~ V: 1 In". Ir.;-::-·: -:-;.,~.rrr, /LTT 111h--,1'<-,,L IT '-...~:. :'; 11 ..... ;' .,' U [ . 15 15/16" PROJECT .. I 7 13/16" 1'-0" I 2'-1 3/8" I 8" I ~ c .~ 0.0 c. SECTION B -B CATCH BASIN ALL CATCH BASIN TOP S ARE TO BE LAID LEV£L DESIGN NOT ES: 1. CONCRETE 4000 P.S.I. , 28 DAYS. 2. REiNFORCEMENT. #4 RR BAR 3. MADE TO STATE AND TOWN SPECIFICATIONS. 4. WEIGHT, APPROX. 1700 LBS. 5. GAL VANI ZED FRAME AND GRATE SH1. NAI.lE TOWN OF AGAWAM CONSTRUCTION STANDARDS CA TCH BASIN TOP AC -TYPE "C" USED wi BIT. CURB SHT. NO. 0-4 CONS TRUCT ION DET AI LS ~LA NNING BOARD SCALE: 1" -40' CO~PACT lRENCH SHT. NO. ES-2 LEGEND IRON PIPE FOUND 0 IRON PIPE TO BE SET • IRON BAR FOUND • BOUND FOUND 8 BOUND TO BE SET • DATE: January, 2013 5) MULCH IMMEDIA TE L Y WITH H AY FREE FROM WEED SEED, AT A RATE OF .3 BALES PER 100 0. SQ. FT. C. REVIEW THE ATTACHED ACCEP TANCE PLAN REQUIREMENTS WHICH FULL Y DETAILS ALL THE DATA TO BE INCLUDED IN ANY STREET ACCEPTANCE PLANS FOR SUBDIViSIONS. I HEREBY CERTIF Y THAT I RECORDED ON THE APPROV AL BY THE PLANNING BOARD DF THI S PLAN AND THAT ND NO TICE DF APPEAL THE REFROM HAS l(EN RECE '"'1 D Y Mj:, t '\ ~ APPLICATION F1LED' _____ _ HEARING DA TE, _______ _ GRAPHIC SCALE 6.) PERMANENT SEEDING, WH ERE AN AREA WILL BE EXPOSED FOR MORE THAN ONE YEAR, OR WHEN FIN AL GRADING IS COMPLETE. iLA. ~. "..L: TD~ . r l ~"" OF ~ c:..//, /1 ) /' --, BD. OF HEAL TH APP~ PLAN APPROV ED,"" .';'>0\3 PLAN ENDORSED' ______ _ ( IN FEET ) 1 inch 40 ft. .L ANDERSON ASSOCI A TES LAND SURVEYOR, LA ND PLANNING CONSULTANT, SITE DESIGN 375 WALNUT STREET EXTENTION P.O. BOX 382 AGAWAM, MASSACHUSETTS 01001 TeL 413 525-4145 Fox 413 273-1776 Z<c 0> Ul~ > ~ -2 o<c Ws ~<c Ul (5 <c w > f-Z Z z LL <C w .-J OCL PREPARED FOR: Vadim Ko t 5 34 Union Street Springfield, MA West 2 18/12/':3 fDPW Com ments 1 17 /15/13 Definiti ve Pi ons NO. DA TE DESCRIPTION This p lan prepared in acc ordanc e with the rules o.nd regulo. tions of the Registry of Deeds . Do. teo DRAWING NO. SHEET 11 OF 13 ROW 5 CONST. ~lh~5~'-~0~"~~4'~-~9.~~-;.1~1/~,2~T7R~A~~Lt~.rn~w~A~Y~--~r-__ ~1/~,2~ffi~A~V~EL=LE~D~WA~Y~~ ~ SIDEWALK (1/2 PAVEMENT WID TH) 3" HMA BERM MODIF1ED TYPE-~ 1.5070 " 32 1.50~ y , ~O 50'" 0 .O~ •• CENENT CONe. SlO(.WAlJ( ~-=" ~~=!FS~L~O?~E~~~~~\~' 4~B~SL~0~?E~~~~~~~1.~48~SL~O~P~E~~~~~6r"~ '-'O~At~. I ==~±= .. ="~.~ (6'. D""'WAYS) I" 6" PROCESSED GRAvEL 30" MIN. COVER ELECT .. TEL., & CATV CONDUIT 30' Mli] COVER 6'-6" T J HDPE SMOOTH WALL STORM DRAIN (.x;c:: ~L,.."r~/'r--r"lor-rLc:) \0' MIN. 8 \0' MIN. , A," pvr ~IIR .Vi SANITARy SEWER (SE E PLAN/PROFILE) 4' MIN, COVER OR LESS WITH WRITIEN APRROVAL OF THE DPW SUPERINTENDENT 8" CLAJS 52 01 WATERMAIN j ' MIN. COVE,l"( GAS MAIN e T 6' _hot TA()(; COAT IS REQUIRED BETWEEN ALL COURSES or ~MA ,oIoNO ON THE Ht.I.Ao BEfORE PLACING HUA eERM TYPI CAL ROADWAY SECTION jH:.IA TOP COURSE ];"~"'" HMA BINDER COURSE N.T.S. PER MA HIGHWAY -9Sr. MINIMUM DRY OENSITY CaMP ACTION BASED ON STANDARD PROCTOR -ALL RDADWA Y CONSTRUCTION. SASE 4" DENSE GRADED 8" GRAVEL SUB-BASE CRUSHED STONE BASE MOOIF'IED PROCTOR IS USED ONLY NEAR BRIDGE ABUTMENTS & HEAVY DU TY APPUCA nON PRO\1DE EXTENS TI ON OF BINDER & GRAVEL BASE FOR BERM SUPPORT DRAWN BY: Of..lO DATE: 12-5-96 pWG NO·1 APPROVED BY: JTO. MeC REVISIONS PROJECT SHT. NAME 1. 6-30-99 BY JTG 2. 11-22-99 BY MCC 3. 06-02-08 BY JGD NOTE: SIGNAGE TOWN OF AGA,WAM CONSTRUCTION STANDARDS 1. NAME SIGNS TO BE INSTALLED ON THEIR OWN POST CLOSER TO INTERSECTION. 2. MUTeD STANDARDS ADVANCED INTERSECTION WARNING S.lGNS NEED TO BE INSTALLED IN BOTH DIRECTIONS ON ROADWAY SECTION -TYPICAL COOPER STREET FOR BRIEN ST, JASMIN LANE & TRACY DRIVE. 3. AN ADVANCED CROSSWALK WARNING SIGN TO BE INSTALLED ON COOPER STREET RIGHT BEFORE THE CORNER NEAR TRAC Y DRIVE. CROSSW"LK SIGNS TO BE INSTA LLED ON BOTH SIDES OF COOPER STREET AT LOCATION OF THE MID-BLOCK CROSSWALI'. 4. FINAL SIGNAGE AND FINAL PLACEMENT OF SIGNAGE IS SUBJECT TO APPROVAL OF THE TOWN ENGINEER. SHT. NO. H-2 "NEE NAH" R-7506 SER IES FLOOR BOX FRAME AND LID, OR EQU AL W/S.S CAP SCREW LID CLOSURE----.. 24" SQUARE CLASS "A" CONCRETE BIT. CONC. PAVEMENT AS SPECIFIED CLEAN OUT W/ / SCREW IN PLUGS--' VARI ES 11 1 /2" , 1/2" 6" ~- 10" GRASS "" -" 1 12" 16" (SWEEP -/--=--NOTE: 4" </! PVC SEWER PIPE AND FITTINGS TO BE ASTM 0-3033 OF 0-3034 SDR-35 1,---------.1 TYPE "C" CATCH BASIN TOP SHOWN r------l I I A J 1 1 1 1 TIft '",. GIR"Tt-' L ______ J bJ , '1'/'" -+,.,' ,. . ,'-. --'. '-.' ': .. ' ".'. ,,;<." '".-'.0;,:: • ." ",; .,;<, '~'. ' .• ; ., • 4' _ ~. SECTION 8-8 , ... I .... 5' -4" ." ' .•.• '\ • -:.'~.,.":.<I """.>' . ',' ... r """--60 _.-""---'--, •.•• ,.< .. :":11 I,' ,. . I· .•. ; .• :'1 '.' ",. . ~~ . " ,'I I.··. 1 I. ""L ,. . • : • --. :",",,',"""--:--.--:-'..., • ....,.J ~ '" '~ .. " •... ".,.-,,' .~i . ',4, "',' " CATCH BASIN ALL CATCH BASIN TOPS ARE TO BE LAID LEVEL. .' 0--. -' -" . ... :/ .. "!: ..... :.:.~: .. :.';~: .••.. -.. SEc nON A A PRECAST CATCH BASIN 'TYPE C' DRAWN EmMO REV. BY: JTG/MCC DATE: 12-5-96 REV.: 9/6/02 DWG. NO .; 1 N.l.S. PROJECT TOWN OF AGAWAM CONSTRUCTION STANOARDS SHT. NAME CATCH BASIN APPROVED BY; JTD L 1/4"/ft up to 10' from house 1 /8" /ft inside \0' / PVC PLUG PVC MAIN SEWER / PVC BUiLDING SEWER \ LONG SWEEP 4S' BEND / ~ ~ ~,~~m, i'"SI '-'f= L PROPERTY LINE PLAN I 1 m EXIST GRADE LOCATION STAKE 1/4" Pf'RSOOT 111.\ 4' MIN . COVER LESS THAN MIN. MUST BE APPROVED BY CITY ENGINEER r ALTERNATE~ TEE IVYE rLONG SWEEP 45' BEND 45' -/ 45' WYE 0-3 --+...-)--------1 - NOTE: BITUMIN OUS CONCRETE CURBS SHALL BE INSTALLED ON BOTH SIDES OF THE ROADWAY, EXCEPT AT INTERSECnONS, USING BITUMINOUS CONCRETE TYPE H, WITH AN APPROVED CURB FORMING MACHINE. ALL CURBS SHALL HAVE A MINIM UM REVEAL OF 6 .5 INCHES AND SHALL BE INSTALLED ON THE BITUMINOUS BASE. AT DRIVEWAYS, ALL CURBS SHALL BE IN STALLED SD AS TO RETURN (5' radius) TO THE SiDEWALK. AT INTERSE CTIONS, TYP E VB GRANITE SHALL HAVE A 6.5 INCH REVEAL AND A W'DTH AT THE TOP OF SIX (6) INCHES. THE CURBIN G SHALL BE SET BY A METHOD APPROVED BY THE TOWN ENGINEER . CURB IN G WYE SA NITAR Y CLEANOUT N.T.S. CLEAN OU T REQUIRED EVERY 100' OF LATERAL CONSTRUCTION DE TA IL S PVC PI LI"J J PVC BUILDING SEWER SECTION NOTES: 1. BUILDING SEWERS SHALL BE 4" DIA. EXCEPT AS DIRECTED BY THE ENGINEER 2. LOCA TION AND DEPTHS OF BUILDING SEWERS \ \. "), '-- TO BE DETERMINED IN THE F1ELD BY THE ENGINEER BUILDING SEWER CONNECTION N.T.S. LEGEND IRON PIPE FOUND IRON PIPE TO BE SET IRON BAR FOUND o • • BOUND FOUND 0 BOUND TO BE SET • DA TE&, .I /L U /j 71. ~~j.~PL::.:.A.::.:N::.:NIlN~G~B~O~AR~D~-.:-:: ___ '-----i-~S~CA~L~E~: ~1~"--=~4~O~' __ -L~D~A~T~E~:...::J~a~n~u~a~r y~,~2~O~1 ~3----J I HEREBY CERTIFY THAT J RECORDED ~--APPLICATION FILED, ON THE APPROVAL BY \ \ .. ., f ttl !I~ HEARING DATE, THE PLANNING BOARD OF THIS PLAN AND ~'''I;;'' ... :;.o''? THAT NO NOTICE OF APPEAL THEREFROM I" GRAPHIC SCALE BD. OF HEAL TH APPR.1.' ______ _ PLAN APPROVED,f'o!l.'. ;>0'3 .L ANDERSON ASSOCIATES LAND SURVEYOR, LAND PLANNING CONSULTANT, SITE DESIGN 375 WALNUT STREET EXTENTION ... u. tiUX "tiL AGAWAM, MASSACHUSETTS 01001 Tel. 413 525-4145 Fox 413 273-1776 z« °2 Ul > ~ -2 0 « rn:s: ~« UlC) w > f-- Z « z PREPARED FOR: Vodim Kot 534 Union Street West Sp rin 9 fi el d, M A 3 18/25/13 DPW C( 2 18/12/13 DPW Comments 1 17/15/13 Definitive Pions NO. DATE DESCRIPnON This p lCln prepClred in ClccordClnce wi"th the rules Clnd regulCl tions of the Registry of Deecls, DRAWING NO. ~HA~r:-,~:E::JV~~ ;E~ ~ PLAN ENDORSED, ______ ( iN FEET) SHEET 12 OF 13 L-______________________________ ~ ___________________________________________________________________________ ........................ ____ ............ ____ .............................. ________ ~~~~·C~LI.~ER~~~o~~~~ !='~:--=_1-______________________ 1_ __ ...... __ ........................ ________ JL __________________ ~I~in:c~h~-~4~O~f:l. __ .................. __________ JL~::::::::::::::::::::::::::::~