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8270_DEF. PLAN - WOODSIDE DRIVE ESTATES - CALABRESE (WOODSIDE DR.) Woc� � �"� c� e Dr� v e � S � a`� es C Ci�.I Q_ � f' P Sf' �W OO(��SiC� � 1JV'. ) Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1.837 ` Tel. 41.3-786-0400 Fax 413-786-9927 73 y�3�fa FAX COVER SHEET Fax Number (413) 786-9927 Date: J �' �'� Originating Dept. '°'`J"'.'`�s TO: ,� FROM: �a�-►� s Number of Pages Including Cover Sheet.- COMMENTS: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited bylaw. G--D-) r 05-11-20t5 02 39pm From-DOHERTY WALtCE 413T88T567 7-741 P 001/M F-2SS Job Code No. DOHERTY , WALLACE, PILLSBURY AND MURPHY, P .0 r � ATTORNEYS AT LAW ONE MONARCH PLACE, SUITE 1900 SPRINGFiEIC, MASSACHU$ETTE 61 1 4 4-1 90D TELEPHDIUE (413) 733-3111 TELSCOPfER (413) 734.3910 E MAIL: M8L1LSE@DwPM,C0m TELECOPIER COVER SHEET DATE: May 11, 2005 CLIENT NO.: 1000-85 Please deliver the following page(s) to: TO- Debbie Dachas PAS.: 756-9927 Agawam Planning Dept. FROM: Mary-Ellen Hulse RE: Total dumber of pages (including this cover sheet): 5 If there are any problems receiving this transmission,please call Mary-Ellen or our Fax Operator at(413) 733-3111 z363. MESSAGE Debbie: Enclosed is a copy of om letter. Thank you. Mary-Ellen CONFIDENTIALITY NOTICE THE DOCUMENTS ACCOMPANYING THIS TELECOPY TRANSUISSIQN CONTAIN INFORMATION FRo114 THE LAW FIRM OF DOFIERTY, WALLACE,PILLSBURY AND MURPHY,P.C.WHICH IS CONFlaENT1AL AND1oR LEGALLY PRIVILEGED. THE INFORMATION IS INTENDED FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ON THIS TRANSMISSION SHEET. IF YOU ARE RIOT THE INTENOE0 RECIPIENT. YOU ARE HEREBY NOTIFIED THAT DISCLOSING_COPYInIc.oINTPjRuloruG 8a r^le ra.wv.crion 1N KCLIANQE ON'I rIt CONTENTS OF Tr11a TELLCUrItD INFORMATION IS STRICTLY PRO+UIR ED, AND THAT THE DDCU14ENI SHOULD DE RETURNED TO THIS FIRM IMMEDIATELY. IN THIS REGARD,IF YOU HAVE RECEIVED THIS TELECOPY IN ERROR,PLEASE TELEPHONE US IMMEDIATELY SO THAT WE CAN ARRANGE FOR THE RETURN OF THE DOCUMENTS AT NO COST TO YOU. THANK YOU FOR YOUR COOPERATION. 05-11-2005 02:39Am From-DOHEPTY ALLCE 413788756T T-741 P OOZ/005 F-266 DOHERTY, WALLACE, PILLSBURY AND MURPHY, P.C. ATTDRNEYS AT LAW PAUL S. DOHER",Y DNE M04ARCH PLACE, SUITE 1900 TELECOPIER(413) 734.39iG PMILIV J.CALLAN, JR SPRINGF[GLR, WASSACHUSETT5 01144.1990 ,T GARY P. SHANNON WWW.[3WPM,COM ROBERT L LEONAf4CJ TELEPHONE (413) T13-]111 E MAIL:AC0ROWNQDWPM.G0M A. CRAIG BROWN L.jEFFREY MEEHAN MATTHEw j_ R4AN, JR. JOHN ;. MCCAR7MY OF COUNSEL DAVID J. MQRTELS ROSEMARY CROWLEY'-- WILLiAM P. HAOLEY CO()NSEL BARRY M. RYAN DEBORAH A. 13A31LE' DUDLEY B.WALLACE PAUL M, MALECK (1900.1907} CLAIRE L-TMOMPSON LCUIS W. DOHERTY W. GARTH JANES— (IuDB-1990) GREGORY A. SCHMIDT PREDERICK S, P)LLSBURY MICHAEL K. CALLAN- (1919-19961 AAICHAEL D. SWEET' ROBERT L. MURPHY BERNAOETTF HARRIGAN; (1919-2033) BRENOA S. DOHERTY 5AMUEL A MARSELLA MIChEI.E A. ROOKS (1931.200a) YHOMAS E. DAY' KAREN K_ CHADWELL-` RE0.19TF.REDPATENTAYT0AwY b)1CMAEL J, BONANNO' ALSO AQW76DINC0oWtTILUT t ALSO ADMIITEL7 IN NEW YORK ALSO ADMITTED IN airrAICT OF courma'A ••.ALWAC%&TrJZ6N90UT1CARX,NA May 2, 2005 Charles R. Calabrese Calabrese Construction Co. 10 Woodside Drive Agawam, M.A. 01001 Re: 115 Anthony Street, Agawam, Massachusetts Dear Mr. Calabrese: We represent Frank and Mary-Ellen Hulse, the owners of the premises located at 115 Anthony Street, Agawam, Massachusetts (the"Premises"). The Premises are located adjacent to a subdivision on property that you own individually(the "Calabrese Premises"). The subdivision is named Woodside Drive Estates, and it is shown on a plan recorded in the Hampden County Registry of Deeds at Plan Book 334, Page 8. 1 have enclosed a copy of a mortgage survey obtained by Mr. and Mrs. Hulse with respect to the Premises that shows the location of the shed on the Premises. In addition, there is a fence that rusts along the rear, northerly property line of the Premises that separates the Premises from the Calabrese Premises. I have also enclosed a copy of the subdivision plan recorded as aforesaid at Plan Book 334, Page 8 that shows the subdivision of the Calabrese Premises. As you will see, the subdivision plan which was approved by the Planning Board shows an undisturbed buffer area fifteen (15') feet in width extending along the southerly property line of the Calabrese Premises. The buffer area includes the area between the Calabrese Premises and the Premises. It is my understanding that on multiple occasions in the past either you or Calabrese Construction Co (the "Company") have caused the buffer area that is shown on the subdivision plan to be disturbed up to the property line separating the Premises from the Calabrese Premises. Additionally, on multiple occasions in the past heavy equipment operating on the Calabrese Premises has made contact with the fence at the Premises. Today, heavy equipment operating on the Calabrese Premises knocked over a fence post that is part of the fence that separates the Premises from the Calabrese Premises. 266 3 7-1 05-11-2005 D2:36pm From-DOHERTY WALLCE 413TBB7567 T-741 P.003/005 F-266 DOHERTY, WALLACE, PILLSBURY AND MURPHY, P.C. Charles R. Calabrese May 2, 2005 Page 2 It is my further understanding that either you or your representatives have made statements to Mr. and Mrs. Hulse that suggest that the fence that separates the Premises from the Calabrese Premises is located on the Calabrese Premises. You or your representatives have also made statements to the effect that if Mr. and Mrs. Hulse contact the Town of Agawam with respect to the disturbance by you or the Company of the undisturbed buffer area you would retaliate against Mr. and Mrs. Hulse and the Premises. I am writing to demand that you cease and desist immediately from any further activity within the buffer area shown on the subdivision plan. The subdivision that was approved by the Planning Board for the Town of Agawam requires that an undisturbed buffer of fifteen(15') feet be maintained between the Premises and the Calabrese Premises. You have consistently violated this requirement of the subdivision. Additionally, you have trespassed on the Premises and you have caused damage to the fence and related improvements at the Premises. Mr. and Mrs. Hulse intend to hold you and your Company fully responsible for all of the damages that they have sustained. Your implied threats and the overall attitude of your workers in relation to the work undertaken in the vicinity of the Premises are completely unacceptable and constitute an actionable nuisance in relation to the Premises and the use and enjoyment of the Premises by Mir. and Mrs. Hulse and their family. If you have any evidence whatsoever that would suggest that the fence and/or the shed located on the Premises in fact encroach onto the Calabrese Premises please furnish that to me immediately. In the absence of any such evidence, however, and based upon the mortgage survey obtained by Mr. and Mrs.Hulse, it is clear that your actions and the actions of your Company constitute an actionable trespass in.relation to the Premises and the ownership interest of Mr. and Mrs. Hulse in the Premises, and it is also clear that such actions constitute a nuisance that substantially and unreasonably interferes with the use and enjoyment by Mr. and Mrs. Hulse of the Premises. If all of these actions do not cease immediately, Mr. and Mrs. Hulse will have no alternative except to seek appropriate remedies before the Planning Board for the Town of Agawam and/or in court. It is extremely unfortunate that the work that you are performing in the vicinity of the Premises has disrupted the use and enjoyment of the Premises by Mr. and Mrs. Hulse and their family and damaged the Premises. Mr. and Mrs. Hulse intend to hold you and your Company fully liable for all such actions. Sincerel A. Craig Br wn ACB/meh Enclosures cc. Mr, and Mrs. Frank Hulse 266917-1 -' • x3x aw Vi W P 00 s � I/ _ t ; Ii R A• i rQe Is:, 4 oF • Wa r L�CiYl$ T7fiY1V O j2 m cr 90pW I Nip+I x I �am� ' J J � I �OZc i 0 s z woo d coa< E p `` Y -•- b W yyi'+ qq v IM fop 7F 992-J 500/9G0'd W-1 199199161ti 3011YA A183HQ0-w0JJ wd6E:20 500Z-11-90 05-11-2O115 02:39am Frcm-uOHERTY WALLCE 413TE87567 T-744 P.aa5leas F-Z66 AFFORTGAGE INSPECTION PLAN To: shown hereort,except as noted,and that this property Is AAD-rIOMed in an established flood Ward zone of 1}100 years frequency(Zone A), _ =preml I hereby report that I have em:ned thes and that this Inspection plan shows the premises rc described, that the buildings are entirely within the Location; property tines and that there are no encroachments- ML Mr upon the premises described by buildings of any adjoining promises, except as Indicated. I further report that to the best of my knowledge, there are no easements of record affeadng the tact o > a � R 1,47- Deed Ret: � � . .2h'l riar,Ref_ ;e —e Phm"Notb:This plan is far morigege purpoaaa only and Is not a=MPlete property survey.tt IS compiled from deed dfmnnslons,exMrlg plans and other sourcas of information_This plan Is notta be used to e'stubllsh property lines to erect fences or hedges,eft.,and Is sublett to change as a more a=rata survey may dlsolase. John K.Somers Pmfr"Ianaf Land Sunmeyor M Greet Prams Road•P.4,you 11393 t]RW Wont Springlisld.MA 01090-1093 dos �. r — d 41 3735-1451 Scale: FAX 413rr39.1538 1 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y � �MP Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Definitive Plan-Woodside Drive Estates - Calabrese DATE: December 1.1, 2003 Attached, for your use, is an Easement Agreement that Mr. Calabrese submitted to this office today. . DSD:pre Easement Agreement Agreement made this I14-� day of December, 2003 by and between Bethany Assembly of God, a Massachusetts religious corporation having a usual place of business at 580 Main Street, Agawam, Massachusetts 01001 (hereinafter the"Church") and Charles R Calabrese, 10 Woodside Drive, Agawam, Massachusetts 01001(hereinafter"Calabrese"). The Church is the owner of certain real estate with buildings and improvements thereon known and numbered as 580 Main Street, Agawam, Hampden County,Massachusetts and Calabrese is the owner of an adjacent piece of property on Woodside Terrace, Agawam, Massachusetts. Reference is hereby made to a Plan entitled "Definitive Subdivision Agawam, Massachusetts for (owner) Charles R. Calabrese, 10 Woodside Drive, Agawam, MA" prepared by D.L. Bean, Inc. Surveyors and Engineers dated 9-04-2003 and recorded in the Hampden County Registry of Deeds Book of Plans , Page (hereinafter the "Plan„ For no consideration the Church hereby grants, conveys, transfers and gives to Calabrese, his heirs, successors and assigns, a 20 foot by 20 foot drainage easement shown on said Plan as "Proposed Easement for Drainage =400 S.F. ±" ( the"Easement Area"). The rights conveyed hereunder are for drainage purposes only for conveyance of storm water to an existing wetland and water course on Church property. The rights hereunder are limited to the Easement Area and except for the drainage purposes described herein Calabrese shall have no rights to enter, build upon, or otherwise occupy the Easement Area. IN WITNESS WHEREOF, the parties hereto have executed this Easement Agreement as a sealed instrument as of the day and year first above written. WITNESS: B Assem G } Y. dROEO-W4, M , Jr. Chairman of Board of Trus ees Duly Authorized // /. Y'Z � L Charles R. Calabrese THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. December {1 , 2003 The personally appeared the above Bradford R. Martin, Jr. as Chairman of the Trustee Board of Bethany Assembly of God and acknowledged the foregoing instrument to be his free act and deed and the free act and deed of Bethany Assembly of God, before me, Notary Public My Commission expires: Co 13 Iz- THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. December , 2003 The personally appeared the above Charles R. Calabrese and acknowledged the :foregoing instrument to be his free act and deed, before me, Notary Public My Commission expires: 2 15' WIDE BU FER STRIP ( TO BE PLAWED ) LAND N/F E. TOtNi N " V " s LOT 1 WOODSIDE DRI EESTATE CtkTERgY R Q � N 72'56'34" W i 90.0w 1 110.00' "PROPOSED EASEMENT FOR DRAINAGE" N 1TO3'26* E ( THE "EASEMENT ARF_A" ) AN 2.00' N 7756`34" W LINE BEARING DISTANCE �r � L1 N 48'44'47" E 20.00 woo �a i sTtw�+t� ka r EOw�°o L2 S 34'34 58" E 20.14' �1 4 / v ►. LOCUS vaRKER 9 �k1.NE�l L3 r N 48'44'47" E 20.00 '� 'WNr R 0) Z L4 S 34'34'58" E 20.14 �'°N R > EXISTING NEW »stop ykr000s e,rr� E sr �v� sc CN k !tl S r z �E#�FMO RIGHT OF WAY $� RIGHT OF WAY °�' , ORErT hs y,�ti ok W 13v w r �;J wkOMrtoE N 1703`26" E t'r c � ' E LAERT � 2.00' S 72'S6'34" E ° Y 90.00 122,96` W12 g� ` sTR El PAr°i 5 �`�s�b* �£"rR�L sr S 72.56'34" E LOT '7 r:a Au E Lk gJ g p 0 A� W. � 15' WIDE BUFFER STRIP `" �"� .,,�—ZONE LINE AGRICULTU�- � z � � � E�+�sa►� �Rn ( TO BE PLANTED ) RESIDENCE A-2 1 Cn t SCALE: 1"=20' y D SUFFI � CLO CORNER<* a RIGFtT Qf W�#ti' ET'�#L OTHER LAND OF STORM DRAIN_ S � tit CHARLES R. CALABRESE EASEMENT LOCUS MAP 1 "=6000E W9 N S 05' NO� Zt N 'q . N 4�.8`. �" LOT 3 �' (n 28,746 S.F. CONDITION OF APPROVAL Ole- 15' WIDE BUFFER STRIP N -NW8 C 1. NO ADDITIONAL LOTS CAN BE CREATED WITHOUT AMENDMENT TO ( TO BE PLANTED ) o �4 �G THE DEFINITIVE PLAN AS REQUIRED IN CHAPTER 41 M.G.L. I �• C� � z k LOT 1 LOT 2 LAND N/F -1 15,001 S.F. 31,145 S.F. 5�$ tic W7 'ss 50A0' rn E. TOOK $ o ����ti �0• WAVER APPROVED BY BOARD cvl O s 1. SECTION 159r 7 C (4) (d) WHICH REQUIRES THE GENERAL LOCATION OF N - '� ` . g PROPOSED BUILDINGS SHALL APPEAR ON THE DEFINITIVE PLAN ALONG WITH THE R-25.w �,� 9 FINISHED GRADE OF THE LAND AT THE FOUR CORNERS OF THE HOUSE TO BE L=24. 7' REPLACED WITH THE SUBMISSION OF INDIVIDUAL GRADING PLANS WHICH MUST SEE RIGHT OF WAY BE APPROVED BY THE ENGINEERING DEPARTMENT PRIOR TO THE ISSUANCE DETAIL ABOVE B.4 W6 OF A BUILDING PERMIT. THE. NEW PROCEDURE FOR SUBMITTING GRADING PLANS LLI N 7756*34" W f MUST BE FOLLOWED. w 90.00, 110.00' 110.00' 20.09' � 41 00 N 2'56'34" W O S 45*49*30" E TOWN OF AGAWAM LOT 4 W5 35.613 WOODSIDE DRIVE WOODSIDE DRIVE CO R SYSTEM 1.35 ACRES 8 $ N:392465.2321 E:294210.9433S► S 72056'34" E W4 W 90.00' 122.98` 103.46' S 72'S6'34" E 5DETAI0 WAY R=25.00' < \ L=24.2T LAND AND N/F NOTE: 7' �� TOWN OF AGAWAM L=110. 00 W2 INDIVIDUAL GRADING PLANS WILL ADDRESS = LOT 7 z � PROTECTION OF BUMR STRIPS. �+ LAND N/F i ,, i LOT V Z J W. MAKLJCH w13 15,001 S.F. N w 15,444 S.F. i y LOT 5 4, '�s � $ $ S 17,013 S.F. ?����. W1 o �� . a '" PROPERTY SHOWN IS OWNED BY 15' WIDE BUFFER STRIP m ( TO BE PLANTED ) cHARLEs R. CAIABRESE 15' WIDE UNDISTURBED BUFFER STRIP 122.96' 127.51' 244.52' 159.70 ( PART OF LAND IN DEED BOOK 2727 N 72'56'34" W PAGE 258 AND 259) LAND N/F LAND N/F LAND N/F LAND N/F LAND N/F LAND N/F M. ROBINSON K. PAINE P.TAFT F. HOLSE S. FITZGERALD V. dt S. DEPALO LOT 4 TOWN OF N 7756'34" W AGAWAM 0.32' 2.36' PROPERTY LINE GRANITE STONE LEGEND EGEND BOUND FOUND • IRON PIPE FOUND 0' 40' FEET80' 120' ■ CONCRETE BOUND FOUND ` ® GRANITE STONE BOUND FOUND o IRON PIPE 70 BE SET ANTHONY STREET SCALE © CONCRETE BOUND TO BE SET APPROVAL UNDER SUBDIVISION CONTROL LAW IS REQUIRED WOODSIDE DRIVE ESTATES " PLANNING BOARD- TOWN OF AGAWAM, MASSACHUSETTS ZONED: REs A-2 DATE: 11�1�4Gc/,r /(may THIS SURVEY & PLAN WERE DEFINITIVE SUBDIVISION PREPARED IN ACCORDANCE CHAIRMAN- TECHNICAL STTH THEOANDA DS FOR FOR: (OWNER) TOWN CLERKS OFFIC THE PRACTICE OF LAND `` s SURVEYI IN THE o���*Iw1AFK`A��W C 10 WOODSIDE DRIVE E • COMM W LTH 0 E N SHuTE AGAWAM, MA. TOWN OF AGAWAM, MASSACHUSETTS 1, , LERK OF THE TOWN 0 1 DATE: SCALE: 1 "=40' OF AGAWAM HEREBY CERTIFY THAT T E NOTICE OF APPROVAL THIS � � sv 9-04--2003 CHECKED: M.E.S. PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECO DED AT I CERTIFY THAT I HAVE REV:1--29-2004 C.A D. SHEET N0. THIS OFFICE, AND THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE CONFORMED WITH THE RULES UPDATED:3-1-04 T.J.A. 1 OF 1 TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. & REGULATIONS OF THE REGISTER Pf DEEDS IN PREPARI His P D . L . BEAN INC. - SURVEYORS & 40 SCHOOL STREET ENGINEERS WESTFIELD, MASSACHUSETTS TYPICAL APPLICATION METHOD FOR NORTH AMERICAN GREEN" C350 (O.E.) o \ f PERMANENT TURF REINFORCEMENT MAT S \ ON STEEP SLOPES AND RIMS OF DETENTION BASIN SOIL LOGS \ UNNAMED TRIBUTARY FU WITH 5" �- AM ANCHORM 5-1-2003 - PERFORMED BY D.L.BEAN, INC. ,� I�•4r � NOTES; `� T P # 1 TP 2 -� 2.1 ANCHOR I�THaO� TVPMALa � "Traffic Signage shall conform to the monual of uniform traffic control y \�1.7 DRAINAGE EASEMENT QUID FOR NSTALLINQ EROSION FOR TOP OF 1W SU)K ` \ TOPSOIL devices." \ CON"1101. 9LANKM 3.7s'5* �� TOPSOIL 1, IS, 1 "No tree over (8) inches in diameter measured five (5) feet above � \ DRAINAGE GRAN To FIN CONTOURS AND SMOUTH SL,p� SUBSOIL SUBSOIL the ground shall be removed without the consent of the Tree Warden \ \ DITCH 2" 2' of his Agent." C7 SM MIX O \ \ �FnlLOWW I�ftC �7101& a" FINE FINE BROWN SAND 'Prior to starting any other work on the site, the contractor shall 70 \ Owq M AT TOP OF 31"E As SHOW TrMtit FOR - �2 BROWN 3* notify appropriate agencies and shall install erosion control measures \ \ \ \as shown on the plans and as Identified in federal, state and local \ \ i Dom- Ers WN ORMWIT PLACE THE SAND approval documents pertaining to the project." q.�► \\ \ ` Rolls LOOMY 7O FULL SOIL CME4'I•. - , \ \ W1 OVL%* BIANKEIB ABOIIr r AM S MILL \ SAMPLE TAKEN O 8 $ SAMPLE TAKEN O B WALL BLQWM SUCH THAT � OHEIRAPS ANCHOR ME7IWN ` 6 EXTREMELY FINE "Inspect and maintain erasion control measures. and remove sediment P \ \ \ \ \ \ \ \ � AWAY FROM 7FE DIRECIIOM OF Tim PREVAI.INO F7xr acmes aF EXTREMELY FINE GRAY SAND therefrom an a weekly basis and within twelve hours after each storm 0 \ '9 \ WNM WEEP SLOPI: event and dispose of sediments In an upland area such that they do \\ \ \\\ \ ` 7 `9 G \ \� OVERLAP UPPER BLANKET QW0 U MrER GLAD U GRAY SAND 7.5' net encumber other drainage structures and protected areas." \ \ 4 \ 'n'`7 Assaf r USING FM STAPUM \�\ \ �O a \ \ \\ FILL WITH\ cur oc M BI,ANW WITH 9MORS AND ANCHOR A�FTIER AN�RNa �� � } � FIVE ANCHOR GRAY SILT dt CLAY "Contractor shall be fully responsible to control construction such that OTHER LAND OF \ \ \\\ \�a ��� ?\ \ \ \ \ \ AT eolrrpa OF snap£ns SHM aN DIAGR�IL sru�s AT�row AM 10, 10 sedimentation shall not affect regulatory protected areas, whether such CHARLES R. CALABRESE \ \ WTION OF Bluer sedimentation Fs caused by water, wind, or direct deposit." \ \> �ir� Qc9 aRM W R R \ \\ NO GROUND WATER O 10' NO GROUND WATER O 10' 'Contractor shall perform construction sequencing such that earth /�\ y T \\ ERDSI0N/SEDI ENT \\ materials are exposed for a minimum of time before they are / Z' ���S�\ \\ \ -CONTROLB R;R\ \� 3 covered. seeded. or otherwise stabilized to prevent erosion." \ \\ \ \ \ \\ 'Upon completion of construction and establishment of permanent HAY BALE 9T,4VjNC DETAIL SILT Flwf �.E DETAfL ground cover, contractor shall remove and dispose of erosion control ,-� \� \�� E \ ��\ \\\ OF l measures and clean sediment and debris from entire drainage and EDGE sewer system. WOODS „ 1 ` \� \\ \ \ \ �� FLOW DIRECTION 'Contractor shall notify "Dig Safe" (1888-�3A4-7233) at least 7'2 PERMANEN�TU REiNFOR EM \\ � 1-- \ \ \ ` \ DRIVEN T14RU OSALES IINNTO STAKES hours before excavating' MAT ON ALLLIDISTURBE \\� \\ -� \ \ � LE PREFABRICATED SEDIMENT AREAS AN,D, ON RIM QU ION BASIN ` \\ \\� �\ PILFER FIABRIC FENCE-ENVIROFENCE (MIRAFI), "An individual lot grading plan for lots 1 thru 7, including sewer ( Scc DETAIL RIGHT ) \ \ \\ \ \ 9 PROPEX SILT STOP (AMOCO). // ECONOFENCE (TERRATEX), Engineer and foundation drain plan, shall be submitted to the Town P.RQTECT THE INLET �EROSiON�S�III� \\ \\ \ \\� �e STEEL P6� OR APPROVED EQUAL. Engineer for review and approval prior to the issuance of each OF LEACHING STRUCTURE C IDOL R 9 �\ T o' o.c.MAX.) - building permit. �I SILT SACK AND STAKED E IO R \ \\ \ \ \ �\ \ 9 \ HAY BALES. \ \ \\ \ \ �� \ BACKFILL ti (S E SHT 4 OF 5) p �,y r BACKFILL } 4� a \ END DITCH IN �-- �- \ \ . WETLAND NO AQ\T�,3 \ \ \ \ \ VISIBLE CHANNEL \ �' \ \\ \\\ \\\ \\ \ \ \ W8 \` cy NATIVE SOIL / G� LOQE DM LOT 2 ha s� '��` \\\\\ \� \ \ \ y .NOTE: HAY BALE TO BE STAKED BEHIND 0 f SILT FENCE FOR ARMORED SILT FENCE". \ LAND N F f PROPOSED` �� \ \\\ \ \ \ \ \ \ 7 ` / 22--• LOT 1 \ HOUSE do GARA \ \ \ \ \\ \ \ \ Two STAKES Flow E. TOON Q,Q t I , I � �\ \ \r ^� \\ \ \\ EACH BALE �^ ,�rL dry 1 PROPOSED PROPOSED 1 \\ \\ENVELOPE \ 1 HSE# 89 I �HOUSE & RAGE HOUSE & GARAGE \ \ \ \\ \ \ * NOTE: WATER SERVICE I J _ FOR DRAINAGE LOCATION IS APPROXIMATE I — BUILDING ENVELOPE --f PROFILE. INFORMATION TAKEN OFF' I I BERM \ \ \\ \\ \ SKETCH FROM D.P.W. WETER1 W , WS ` EROSION/SEDIMENT GUY J WIRE LdLd f CONTROL 2� \\\ \\ \ \ \ r .° y / 1 \ \ \\ \ \ I y ry P J I--- DRIVEWAY \\ \ \ \ EXi APRON �� �� \\ \ 5 \ \ EXISTING � ENTRENCHED OODS) CB O #2 LANDSCA ED \ `S' \ \ GROUND a INTO GRouND WOODSIDE DRIVE RIMS 21,52'�`��.0 MH Ex PAVEMENT �� r #i ^ �� L _ e SM� COT �\ \ PROFILE �, EXlST1N WETLAN \ FLOWLINE 112.39 D+vO �+ao z+vo 3+00 4+a + s" A.C. ce ISLAND 19 U/POLE EXIST. PAVEMENT U/POLED 6 REET U/POLE# ��35. w Ld N — K r—� R=20' ` � \ *NOTE: EROSION AND SEDIMENT CONTROLS EXIST, GUY * { f ERO ION/ EDIMENT M LAND N/F SILT FENCE AND HAY BALES MUST BE PLACED AT THE EDGE OF HYD./W/GATE WIRE WS \ 1 ` 1 C CO L iRRIER ` THE 15' BUFFER AREA, BEFORE ANY LAND DISTURBING ACTIVITIES EROSION/SEDIMENT ! 1 \ � W. MAKUCH CONTROL BARRIER R=50, { \ LAND N/F COMMENCE WITHIN THE PROJECT. 4 2 TOWN OF AGAWAM wsE# 40 LO 7 LOT 6 L 5 EDGE OF EROSION/SEDIMENT WOODS CONTROL BARRIER �- \ U/P0LE#1 — -� / \ \ 15' WIDE BUFFER 1 J —120-- r LAND N/F LAND N/F LAND N/F \ LAND N/F LAND N/F \�Ml) N/F M. ROBINSON K. PAINE P.TAFT F. HOLSE S. FITZGERALD V. 4&,B. DEPALO 1 \ C� EXIST. FEET H a' 40' 80, 120' SCALE EG WATER o ANTHONY STREET GATES O APPROVAL UNDER SUBDIVISION LEGEND " WOODSIDE DRIVE ESTATES " CONTROL LAVA IS REQUIRED UP 0 UTILITY POLE PLANNING BOARD- TOWN OF .. EXISTING WATER GATE AGAWAM, MASSACHUSETTS 04 EXISTING HYDRANT � PROPOSED HYDRANT EXISTING & PROPOSED CONTOURS �/ SIGN ' DATE: Yh4e-c NISI /� e2� 7 �kQ-- — CENTERLINE W/ STATION FOR: CHAIRMAN: . - - EDGE OF WOODS �� OF CHARLES R. CALABRESE li�, DEEP HOLE TEST AREA OW �'„Y`` '`�s, 10 WOODSIDE DRIVE CM% d ::t' 1 Aar � y; f --- z'60 -- EXISTING CONTOURS ` N029W E ! AGAWAM MA. CIVIL zq&�Nrft-ftPROPOSED CONTOURS # goo �' P3"3610 UTE DATE: SCALE: 1 "^40' � �. : F 9--04--2003 CHECKED: MES LRC Ca® PROPOSED CATCH BASIN L •� REV: 1-29-2004 C.A.D. SHEET NO. DMN O PROPOSED DRAINAGE MANHOLE UPDATED:3-1-04 T.J.A. 2 OF 5 SUH0 PROPOSED SANITARY SEWER 120 X s PROPOSED SPOT GRADE D . L . BEAN INC. SURVEYORS & X 89.9 EXISTING SPOT GRADE AT CENTER LINE DITCH 40 SCHOOL STREET - ENGINEERS WESTFIELD, MASSACHUSETTS D.M.H. \ WITH A C.B. GRATE DRAINAGE A SIGN SHALL BE PLACED ON THE CMM LINK FENCE \\ \ EASEMENT SURROUNDING THE DETENTION POND AREA NOTING: "DETENTION POND AREA OR NO TRESPASSING" 4 KEEP OUT" \ \ W1 RIP RAP 114 X 5 RIP-RAP \ \ IN A LOCATION THAT IT CAN BE EASILY SEEN BY 11 5 CHECK DAM DISH \ 6 ` ANYONE APPROACHING THE PROTECTED AREA SEE P OFIL BE OW Q 9 . 7 THE SIGN WALL BE METAL W�M� ROUNDED CORNERS, . \ � r JQO W 12 � I-A EE0 114 X 0 BOTT. kE END O t \\ \ 10 D� \ LBETTERINGWITH REFLECTIVE AilATERI�IL• AND 4 TALL ,� I WATER QUALITY SWALE 113,00' 114. 0' Z LEGEND \� D TO� \ \ CONSTRUCTION NOTE LEACHING BASIN 1 1 4 O � 7 7 � � AS SOON AS THE DETENTION POND AREA IS CAPABLE OF {SINE SHEET 4 0 5} q - y? y�> >A?r \ EROSIOtL/BARRIER HOLDING WATER, IT SHALL BE SECURED WITH A PROTECTIVE" (SEE DETAIL SHEET) 114 5FENCE \ G� WITH A SIGN NOTING "NO TRESPASSING • IRON PIPE FOUND -\ ��\� \ \ AT ANYAND LOCAT ONEWHERE PEDESTRIAN ACCESS S POSSIBLE. O IRON PIPE TO BE SET 1 THIS TEMPORARY FENCE IS TO BE MAINTAINED BY THE © CONCRETE BOUND TO BE SET \ \ CONTRACTOR UNTIL THE PERMANENT CHAIN LINK FENCE IS 0+0 \ C'�� d 0 UTILITY POLE 2+70 \ IN PLACED AND ACCEPTED BY THE TOWN OF AGAWAM.� \ I - - RIP-RAP CHANNEL BASE LINE WITH STATION 6'WIDE 1 O'LONG PROTECT THE 'INLET,' a S 2 20 SANITARY SEWER DEEPW OF LEACHING STRUCTURE 2 \ WITH SILT SACK AND STAKED y� G GAS MAIN --W WATER MAIN CHANNEL PERMANENT TURF REINFORCEMENT 2+05 \\ HAY BALES, � G �"--`---- MAT AS SHOWN \ \ �\ OHW OVER HEAD WIRES \\\ \\`°°' SCALE: 1 -10• DRAINAGE LINE EDGE T \ U" Es s E O SEDIMENT ONT °L I�RRIER ---u.G. ELEC. TEL. C,4'N-- UNDER GROUND ELECTRIC. TELEPHONE. CABLE T.V. WOODS TT +s5 � �� ws DETENTION BASIN WATER QUALITY S WA L E D ETA i L CB PROPOSED CATCH BASIN DMH0 PROPOSED DRAINAGE MANHOLE \ ­" ( SEE PROFILE BELOW AND SEE DETAIL ON SHEET 5 ) 5tH PROPOSED SANITARY SEWER MANHOLE 10' WIDEA, Wir _ GATE HYD. -6 PROPOSED HYDRANT CHAIN LINK \/ FENCE f+ Ws " WOODSIDE DRIVE ESTATES " -6 EXISTING HYDRANT E#H 15' WIDE BUFFER STRIP .. WATER GATE ( TO BE PLANTED ) DRAINAGE EASEMENT WS WATER SERVICE GAR. LOT 3 STREET PLAN & PROFILE W1 SS SANITARY SEWER SERVICE LAND�NF SEE DRAINAGE LOT 1 LOT 2 I EXISTING WETLANDS W/FLAG NUMBER PROFILE FOR: 13 W.Q.S. WATER QUALITY SWALE BOTTOM RIGHT Ss W7 �14 °F *��N o' CHARLES R. CAIABRESE WS ' . 114 X 5 PROPOSED SPOT GRADE HSE 89 MAINTAIN 10' EXISTING WETLANDS �'� I.04Y MAgC' '��, 10 WOODSIDE DRIVE SEPARATION U SS AGAWAM, MA. O.DO' BETWEEN UTILRIES i C� E w* MOTE: WATER SERVICE 1 ON ALL LOTS R- WS lbg � SHUT€ 1 25A0` �� #HUTE LOCATION Is APPROXIMATE OFF MILL C L=24.27' cMfi. E� DATE: SCALE: AS SHOWN INFORMATION TAKEN OFF URSE SAW CUT SS Ws ss WS o+ v W6 WIRE ETER Lv �fSs, +� SUR I 9-04-2003 CHECKED: MES LRC SKETCH FROM D.P.W. GUY W TER j1, us r WS 2+s7.7a a oc 90.00, 11 10 110.00• C.A.D. SHEET NO. U POLE ° NEW pq ,� U DATED•3-?-04 T.J.A. 3 OF 5 EXIST. U) EDGE — LOT 4 EXISTING SMH 0 0-25.3 oaro R W5 HYDRANT Hlm- 4•WIDE EXIST PAVEMEN DSCAPED ,,s/GATE WOODSIDE DRIVE F IN -112,39' �, # 0 SID DRI sMH sMH D . LBEAN INC. _ SURVEYORS do 6" A.C. 0+0 +00 2+00 +00 IS 04+0 „ 4+36.57 40 SCHOOL STIR ET EXIST. PAVEMENT $ W � W HYD, END PAVEMENT ENGINEERS U POLE s REET 3s• BLOWOFF WESTFIELD, MA$SACHU8ETT8 / # N U/POLES 7 ,"� n e cork. rru I:1.:=122.27' W4 � 1 2.9s' 10 .46 R= � LeBARON HOOD DETAIL GUY WS* 90.00' 2.0 N.T.S. WORE R=25.00' 7 i • 3 Y MAWOeoa O PROPOSED L=24.27' PROJECT BENCH MARK STOP SIGN R=50' o,,,,�,41,�n b��-- RIM OF EXISTING S.M.M. TEE INTO IpROPOSEI� SS WS R=60.00' * CENTER ISLAND DETAIL �""' 'r",� '� ELEV.--121.52' EXISTING ARBORVITAE SS W5 WATER MAIN ROW L=5.67' SS �� � "�` L-1 1 0. Ofl W2 HSE# 90 W�° LOT 7 LOT S WS * * * * BLUE RUG JUNAPER (20) f EDGE LOT 5 * ' * * 2 2 CALIPER RED MAPLE (1) $1. -- --� - -w- OF W1 DEEP LAND N/F I WOODS , * MULCH W1 ORNAMENTAL STONE a 15' WEDS BUI= R S RIP 3 D x�oo W. MAKUCH ( TO BE PIA ) U/POLE#i L_. -rl 15' WIDE UNDISTURBED BUFFER STRIP i SCALE: HORIZ: 1»-40' DRAINAGE PROFILE SCALE: HORIZ: 1*-40' 13C VERT: 1"-4' 130 VERT: 1 -4 w* sm XIS ING G E D. .H, i 25 ICI N PE r. c ill 'S = 14, 0' RO S D op 5 R `. 79 N TE: S R N PE �o S t BE LY n �- N 120 V.1 0. T N EEE 120 N (N 0 R R D 8Y TH a 4 P- ST RM D N IP a 1 NG ' M= 20. 8` thv HEKD T INE Rlaj. 1, " S RF CO RS f. 796 0.2 K-Vel S.M H. TD LL SEC ION EXISTING R E L.P O +5 .04 EL 20. 6' „ OL R Ri =1 1. O LO LIN =1 2.3 NEW 120 B INY IN =1 2.7 MIL.ED SE O 120 F /4 C H LE K Y OUI LEI. 0 1+6 _ 0 L L� 01 RIP—w kNTI SE P CB` 02 52 12' / T I CO PROPOSED iNV OUI '-ORT 11 .2 7 RI =1 0.0 ' 1 10 L C ING BA IN 1 10 WATER LE N Itd=114 10` 8" 1 9 B 0.5 I TT M= 05 L + . 6' W F EDEN I 06. 0' AND OU LET DE rAIL 00 SM O +9 2" a.5 R4 =f 0.1 8" NV OUT 1 1 .8 E?Ryj WATER LEML 8" INV IN -1 4.3 ' (S E ET L S E 5 OF ) 110 110 / .B. GRA E. _ " I V. IN= 1 f .84 Q� 00 d `t Mf N2 w j Oc +IRV c4ch or APPROVAL UNDER SUBDIVISION �'" _v "'A "" "" "" "" r r INN rr rr NN rem w rr 0+00 1 +o0 2+00 3+00 +00 100 CONTROL LAW IS REQUIRED 100 PLANNING BOARD- TOWN OF AGAWAM, MASSACHUSETTS DATE: MAJeca If o?OoY CHAIRMAN: 90 90 N N N N r 0+00 1 +00 2+00 3+00 13 TYPICAL APPLICATION METHOD FOR NORTH AMERICAN GREEN" C350 (O.E.) \ PERMANENT TURF REINFORCEMENT MAT ON STEEP SLOPES AND RIMS OF DETENTION BASIN SOIL LOGS \ / UNNAMED TRIBUTARY �� 5--1--2003 -- PERFORMED W D-L-BEAN. INC. TP 2 NOTES: '`� 0 -' 2.1 TYPICAL SIDET P 1 "Traffic Sig THap nage shall conform to the manual of uniform traffic control 1 7 DRAINAGE EASEMENT FOR EROSION FOR TOP OF sTEEp stop \ OVERLAP TOPSOIL 1' devices." �� \ CONTROL MMKErS 7.5' � � (-�- TOPSOIL y "No tree aver (8) inches in diameter measured five (5) feet above \ \ DRAINAGE GWM TO FINAL CONTOURS Asp SMOOTH SLOPE, 3 75' SUBSOIL 1� SUBSOIL � the ground *hall be removed without the consent of the Tree Warden \ \ DITCH 2 nt his Agent." \ 'Feu awl EI tom. RECaI�PROPWT ,� MrA - - FINE BROWN SAND 2 THE LENGTH AND WIDTH�F DER ENT \ 39 "Prior to starting any other work on the efts, the contractor shall 0 \ TURF REINFORCEMENT MAT: H \ ANCi1# BFJIMfE1S AT TOP OF BLAI AS SHOWN PATTERN IN SLOPES TYPICAL STAPLE2 BROWN � of THE STORM WATER LEVEL I 13 � ON ar~aWw. STEEP SLOPES SAND notify appropriate agencies and shalt install erosion control measures O \ DETERMINED BY THE TOWN OF \ \ UNROLL BLANK£T8 DO0 8"DIENr. PLACE THE as shown an the plans and as identified in federal, state and .local Z - SAND documents pertaining to the pro)ect." �,, � ENGINEER AND THE CHAIRU" OF \ \ ���` t+� LOMY TD ENSURE FULL. SOIL CDNTACr SAMPLE TAKEN O 6' . EXTREMELY FINErn CONSERVATION C MI W1 31.0 N. \ a BLANIM ABOUT 2'Ales STAPLE. SAMPLE SAMPLE TAKEN O 6 \ \ �C\� N SKL BLArO= THAT ON �� ANCHOR METHOD- g' "Inspect and maintain erosion control measures, and remove sediment �� \ \ \ \ \ \ \ \ ARE AwAr Fppa Try DIRECTION OF THE PrtEVAr.prO FOR sorroM OF EXTREMELY FINE GRAY SAND therefrom an a wo ty basis and within twelve hours after each storm v7 \ event and dispose of sediments in on upland area such that they do \\ \\ \ ` 70 96\ \ \ \� s` M U)WER BLANKET GRAY SAND 7.5. not eneurnber other drat structures and protected areas." \ \ \ O \nags P \ \� \ �O O \ \ \\ cur ExcE� BLArrKIET wrrH SgS9pFIS Am ANCFKNt Fu WITH SOIL AFTER ry + t 3 FhvE ANeHOR GRAY SILT do CLAY b "Contractor shall be fully responsible to control construction such that OTHER LAND OF \ �O ? THE sedimentation shall not affect regulatory protected areas, whether such \ \\ \\\ jOS AT BOTTOM OF sL>owE AS SHOWN ON OIAOR,w. �� STAPLES CP ET Arm lot10 CHARLES R. CALABRESE \ y O aRM WATER \ \ \\\ ♦ NO GROUND WATER O 1 Q NO GROUND WATER O 1 Q sedimentation is caused by water, wind. or direct deposit." ♦ j j d' \ "Contractor shall perform construction sequencing such that earth \� >> >? \ -- R EROSIZfI /SEDI ENT \ materials are exposed for a minimum of time before they are ryes\\ \\ -(`ONTROL IRq \ �.3 covered. seeded, or otherwise stabilized to prevent erosion." "Upon comaletion of construction and establishment of nermanent \_ ♦ \ �� \� SILT T FENCE p�7,AI Z HAY R A I F ETA K I N r n FTAI I ground Cover, contractor shall remove and dispose of erosion control CHANNEL MAT 1 SHOWN meosw EDGE \\� roe and clean sediment and debris from entire drainage and sower system." OF \ �\ WOODS \\ \ \ \ ♦ \ FLOW DIRECTION *Contractor shah notify "L)ig Safe" (1888-344-7233) at least 72 N RIP-PAR B'\WIDE 20 t:�SFQNE \ 1� \ HARDWOOD OR IN STAKES hours before excavating PERMAT EON ALL�DIRSTURBE EMENT ` \\\ \`�EE S }` 5) \\ i \ ♦\ \ PREFABRICATED SEDIMENT DRIVEN THRU BALES INTO GROUND AREAS AND LE N RIM F DST NI�N BASIN �� �'\ "\ F LTER GEOTEXTIABRIC FENCE-ENVIROFENCE (MIRAF0, "An individual lot grading plan for lots 1 thru 7, Including sewer ( SEE DETAIL RIGHT ) \ �� \ \\ \ \ 9 NI ECONOFENCE (TERRATEX). _ �' \ \\ \ PROPER SILT STOP (AMOCO), Connedlon and foundation drain plan. shall be submitted to the Town // R05lON�fS+1E \ WOOD 0 OR APPROVED EQUAL.ngineer for review and approval prior to the Issuance of each Pf70TECT THE INLET gISTEEL POSTS �1building permit. OF LEACHING STRUCTURE i OL \ �� �9 (90' O.C.MAX.) jrr` �WTfH. SILT SACK AND STAKED EN ION R \ \\ \\ \ \\ \�\ \ \ I r BACKFILL Y41t �tk`1 HAY BALES. �o \� _\ \\\\ \ \\ \ \ 9�\� r encKFILL 4U \ \\ \ END DITCH IN WETLAND NO 0A, V N V VISIBLE CHANNEL q+DD NATIVE SOIL NOTE; HAY BALE TO.. BE STAKED BEHIND . \ \ \\ \ SILT FENCE FOR "ARMORED SILT FENCE W LOT 2 a \ \ PROPOSED � \\\\\ \ \ LAND N/F �� FLOW �� 22--- LOT 1 \ HOUSE & GA \\ \ \� \\ \ \ \ TWO STAKES _ EACH BALE \ � to / E. TOOK I BUILDING ENVELOP \\\ram \\ W7\ \\ \ I PROPOSED � � PROPOSED � � \\\\ \\\� \ \�\ \R0,POSED \ \ I �ry 1 HSE# 89 HOUSE & GARAGE HOUSE & GARAGE \ \\ \� R CONTROL 'I AN EMAT \ P� * SEE SHEET 3 NOTE: WATER SERVICE / FOR DRAINAGE — LOCATION IS APPROXIMATE PROFILE. / \ \ INFORMATION TAKEN OFF — BUILDING ENVELOPE -� BERM SKETCH FROM D.P.W. / WATE W * , EROSIO /SEDIMENT \ \ \\ \ \ \ /WkuRE T R) W WS CONTRO RIER CONTROL SEDIMENT n� X K0 'IV U POLE 6 DRIVEWAY y�; \\ \\ \ \ \ V APRON Ft� J \ 5 \ EXISTING 7 £ ENTRENCHED SMIf EXIST. PAVEMENT ***(SEE B #1 1N00DS i C8 O #2 LANDS ED \ \ \ GROUND 4 INTO GROUND WOO D S I D E DRIVE RIM=121.52'�"�'�---_,,.0 I_ — _ �. — —_ — — � I ._,.. ,__ -e— _ �,, 5MH �T I EXISTINI�\WETI.AIViJS \ PROFILE 6" A.C. FLOWLINE=112.39 0+00 1+00 2+00 CB 3+00 ISLAND4 5 �,Q J \ \ U/POLE EXIST. PAVEMENT——' TREET OLE#U/P R�3 �— r 1 \ U/POLE# 6 W N WIRE - R- 0, t / W`� \ * *NOTE: EROSION AND SEDIMENT CONTROLS EXIST. GUY * — — ` ERO ION/JEDIMENT\ \ 1 SILT FENCE AND HAY BALES MUST BE PLACED AT THE EDGE OF HYD./W/GATE WIRE WS C CO ROL BIER THE 15' BUFFER AREA, BEFORE ANY LAND DISTURBING ACTIVITIES LAND N/F EROSION/SEDIMENT EROSION/SEDIMENT ` 7 ` \ COMMENCE WITHIN THE PROJECT. Q _ (n W. MAKUCH CONTROL BARRIER CONTROL BARRIER \ R-50 } \ 1 LAND N/F TOWN OF AGAWAM Hs LO 7 LOT 6 J L 5 ` -- ` \\ W2 E# 90 I �T e \` 1 STONE CONSTRUCTION ENTRANCE DETAIL _� EDGE ** 1 1 (TO LIMIT TRACKING OF SOILS OF SITE) � � OF EROSION/SEDIMENT (15' MIN. AT ALL LOT ENTRANCE) WOODS CONTROL BARRIER *** (24' MIN. AT THE ENTRANCE TO NEW PROJECT) U/POLE#] C� — _ ��- — — — — — 15' — WIDE - SUFFER 3D' FOOT MIN. 120- \ 1 1 PROJECT ENTRANCE LOT FENCE 15' FOR MIN. 0 � / LOT ENTRANCE LAND N/F LAND N/F LAND N/F LAND N/F LAND N/F I \ ND N/F , 1 1 1 24' FOR MIN. M. ROBINSON K. PAINE P.TAFT F. HOLSE S. FI ZGERAL.D V. �.\B. DEPALO 1 1 1 PROJECT ENTRANCE 1 1 G" MINIMUM / STONE DEPTH COMPACTED SUBGRADE HYD.T 0' 40' FEET 80' 120' 1"-2" SIZE STONE MIN. FOR LOT ENTRANCE 2"_3" SIZE §MNE MIN; FOR PI WECT ENT WE ® � SCALE EB ANTHONY STREET ~WATER 0 GATES 0 APPROVAL UNDER SUBDIVISION LEGEND WOODSIDE DRIVE ESTATES " CONTROL LAW IS REQUIRED UP Cr TY POLE CONTRUCTION PHASE ,. EX PLANNING BOARD- TOWN OF EXISTING WATER GATE EROSION AND SEDIMENT AGAWAM MASSACHUSETTS a EXISTING HYDRANT � PROPOSED HYDRANT CONTROL MEASURES E DATE: a Cif /I cs7��I SIGN FOR: axe CENTERLINE W/ STATION EDGE OF WOODS � � OF �As� CHARLES R. CALABRESE CHAIRMAN: NOTES: � DEEP HOLE TEST AREA R�'F E.MARColig ��� O AGAINAM,EMDARIVE THE CONTRACTOR IS RESPONSIBLE FOR SWEEPING ADJACENT STREETS c c, r^ AS NEEDED TO KEEP THEM FREE OF SOILS FROM THE PROJECT SITE, --- 25e- — EXISTING CONTOURS Hc.ms v SHUTE 0=10 DATE: SCALE: 1 » r LOAM OR ANY OTHER 501E STOCKPILES MUST HE STAKED WITH HAY BALES civu.��� OR SILT FENCE AROUND THE BOTTOM OF THE PILE, IF STORED FOR MORE PROPOSED CONTOURS �'1 R 9-04-2003 CHECKED: M.E.S. THAN A WEEK. AND SEEDED WITH RYE GRASS IF STORAGE IS OVER 30 DAYS CeEB PROPOSED CATCH BASIN i. URIE REV: 1-29-2004 C.A.D. SHEET N0. IMMEDIATELY FOLLOWING GENERAL LOT CLEARING, THE EROSION/SEDIMENT DMH0 PROPOSED DRAINAGE MANHOLE UPDATED:3-1--04 T.J.A. 4 OF 5 CONTROL BARRIER WILL BE STAKED ALONG THE FRONT OF THE LOTS SHOWN ON THE PLAN. SMH0 PROPOSED SANITARY SEWER OL 120 CATCH BASINS MUST BE PROTECTED WITH SILT SACK OR MIRAFI FABRIC AT GRATES x s PROPOSED SPOT GRADE1DINC. SURVEYORS & 40 SCHO STRU T AND MAINTAINED AS NEEDED. x 89.9 EXISTING SPOT GRADE AT CENTER LINE DITCH WESTFIELD, MASSACHUSETTS ENGINEERS N.T.S. CURB INLET DETAIL HYDRANT DETAIL TYPICAL ROADWAY SECTION N.T.S. THRUST RESTRAINTS — FIELD LOK GASKETS Row 101 CONST. _ TEES BENDS CONCRETE COLLAR SEE SPEC TEES L. TEES L, TES L, TEES L, BENDS L BENDS L BENDS L BENDS L " PLACE AROUND VALVE - 5'-•0' 4`-t)" 1 2 TRAVELLED WAY t 2 TRAVELLED WAY 80 PRIOR TO SIDEWALK !/� PAVEMENT WIDTH) 8x6"x8" 13' 0' 10NIO"x8 4' 0" 12'x12"x8" 7' 0" 12"x12x12 33' 0" 6' 11 1/4 2' 0' 6" 22 1 2 4' 0" 6" 45• 8' 0" 8" 9w 1a, 0 PAVING. SEE FINI A 3" $• 9"x8"xe' 10' 0" 10*w10'x8' 16' 0" 12•x12'x8" IV 0' 8' 11 1/4 2' 0" 8" 22 1 2 5' 0" 8" 45• IW,0' 8" 90' 24' 0' COLLAR DETAILS SM CONC. S RM BITUMINOUS CONCRETE s-xa'x6• 2a' a" 1©xia 1a zt' o" 1z"x12"x10 22'o" IV 11 1 3' 0" 10' 22 1 6' If 10' 41 12' 0" 10. 90 29' 0" TYPE-2 CURB TYPE"""2 `'.'�"u,c»I etnca r+sf�an Emlf•s0f v xc DY nc.u,.. 12" 11 i/ 3' a' 12' 22 1/ 7' 0" 12` 4',4 t 4` 0' 12. 90 34' D' n ASPHALT TEES — HYDRANT BRANCH L.w"w FIEWK0 atMMED as Ux CURB 1/4' 3/8 1/4" " MTlL TEES L. FEES L, TEES L. TEES L, " IN/FT 1/4' IN _ r L� I� is TKNO9, SIDEWALK { 8"x8"x6" 20' 0"1 1O x10"x6 12' 0*1 12"02'4" 10' 91 8"xa"xS" I i5. 0" ASPHALT PAVEMENT 2" PROCESSED GRA R ITN ITUMIN IN L SEE DETAIL y� I VALVE Box B" COMPACTED GRAVEL BASE ELECT.. TEL... 69" �� � MIEN WASHED C.Y. tk CATV CONDUIT GAS MAIN TOP COURSE 44, R-2" Hs'VALVE BROKEN STONE PLAN TYfON JOINT . AROUND HYDRANT 30' MIS covER 30" MIN. COVER .�� 1 RAIN 10" r t/2" S Ductile Iran Q LEGEND 1 t t/2 co REDUCERS ® THRUST RETRAINT T BINDER CRsE 9„ Cement Lined Pipe B" PVC PPE REDUCTION TttzE t _ 1w To Ir 21`a' WATERMAIN SANITARY SEWER vi NaTIES�p:/y� U en �,.p. MY PLfA/NWR.4. 1��YlI� ASSUMPTIONS, �G a"TO a" z, a" ® GATE VALVE cFtEUXXOK cFIE LOLW STREET DESIGN STANDARDS s' MIN. COVER ) (SEE PLAN/PROFILE) {� wLON%PDRR � 4A HE ABOVE CONDMONS � GVGD ON ,11E FOLLOWING MINIMUM ASSUMP IONS, �Y„Kw,S4UM .tS R+"i0 PP[tf"T" IF CONDITIONS DIFFER, CONTACT TOWN ENGINEER BEFORE PROCEWNG. HYDRANT TEE 6' D.AWET I. NIPPLE A. DEPTH OF PIPEIS GREATER THAN OR EOIMAi.�TO p5 FpEgTE ftFEET, x PE � R10kT�WrAY PAVE 8. Fplt TEESR BRAN�5i'I.�N i e0 TO B GREATER 7' L} ,4 [EaUAE TO 7.5 E k garE%E ENDU(FD E LINE WHERE WORKING SPACE IS LIMITED, STREET (FEE» {FEET) TYPE 2 CURB F R HTH N R T R IN C. LAYNNG C�NDRIDNS AND SOIL. SIMMR TO THE FOLLOWING (TY3 U 8 FEET FlEID LOK GASKET' AND APPROVED $Y t1.P.W.. M.J. SHOE PLACE 44 ' `'--~-TOP COURSE -1 9• a 1/2"REVEAL r REQUIRED ON PIPE UNTIL WETF1 RETAINER GLANDS TO BE USED HERE Il n �� 1lghtly COn widated wt PLAN 21* CIOF PIPE ARE 70 MINIMUM THICKNESS FOR PAVEMENT °'"�� — 4" "xn ko0f *oil REDUCER). 4" GRAVEL BASE LLSOIL< 9E F: DOFF MEDIUMSE T LOW PLASTICITY WITH, SAND OR GRAVEL. BITUMINOUS CONCRETE GRAVEL BASE dk GRAVEL. SUB-BASE B" GRAVEL SUB-BABE OPROM EXTENSION F tOR+tMEI BASE FOR CURB FORM OAP COURSE CO (n�s) (rt M 3 s�IPPrktr(rYP�cu) ....a- r"•..: r"- ucnan txn.xcv ■ 1.�.a trPt v PLACE sn11x (M 201� (3 MAx.) A 1'5 ''° 4.0 8.0 PRECAST CONCRETE DRAIN MANHOLE DRAINAGE . MANHOLE PRECAST CATCH BASIN STANDARD SANITARY BUILDING SEWER CONNECTION 202.4,o FRAME & COVER TYPE c TRENCH SECTION SANITARY SEWER SEWER MANHOLE E ILT±i FRAME & COVER N.T.S. 24• n FRAME TYPE "C" CATCH BASIN TOP SHOWN " N73 N.T.S. ALUMINUM MANHOLE STEP `STAWE A MANHOLE 5 4 N.T.S. 202.a.T DROP CAS IN FRONT / To BE LABELED�"DRAIN' ` RAISE DIAMOND rtYin OMN010 STANDARD MANHCIE FRAME AND COVER SURFACE DESIGN •: .. � SWAM NIL'w - SEE 202.7.1 AND 202AI :•'� '•.' .•. • j •�i at.� TO F(�uDE " PVC PLUG PVC MAIN SEINER _W r•', ... .:•. ,�.._.,_ 11'MN • WCKS MAY BE USED FOR GRADE ACULISTMENTS ADJUST TO GRADE MATH 00 LESS PVC BUILDING SEWER FRAME 74 BE SET AI FULL BED OF MORTAR — DIAMETER TWW a'AND NO MORE THAN 12' � % a"MN. (2) PICK PIQUES REGUIREO 1K (2)PKX w=RDGGBLa OF`CONCRETE W." MAWIRV - � �• A e . COMPACTED GRANULAR FRAME TO 11E SET IN A FULL. _ .. - r ' SEE JONr DE7A7LS �• + BACKFILL AS APPROVED B•WIN. BED OF MORdR !X n • •• �� MORTAR ALL JOINTS h I I ^} �`. '•. BY THE ENGINEER I� MAT StAB TOP Fart O,OQO p y —— — SEAL M1 JOR(f8 Wlf}!APPROVED LONG SWEEP 45SHMAJOW MANHOLES ' BEND• h i"�a * t"aw�rtreR FOOT OPPL2AGED STEEL PER TO��� I I AASHTO DESIGNATION M199 L J r. IhNTT/IL BACKFILL ' t ... . . PREFOIe11ED BR.JOINT N7U EIt 45' WYE ap yf 5-"IN. �� 1 - /3 BAR AROUND OPENINGS FOR PIPES ' '— �•r A eOKaem aw 5twelt' MINIMUM 0.12 90.!ft OF STEEL CCtEAR IN E H0 LED 1D ' r eq�Itrt�s :- PER VERTICAL SPE TpAT�IDII C 47N)ACCORDMIG I I 18" DIAMETER AM OVER, t' COVER COMER TO RFAD TlTWN" q q q q 3t �` + SEAL PIPE CONNECTIONS s yp Mtx. FLOOR OF STRUCTURE 10 I MATCH BASIN 4 q q $. ft' SEE JOINT DETAILS BELOW I �� DUNEIER PIPE BE HEADERS LAND FLAT RAVE M ARCH WITH AMID --PROPERTY LINE + 11/2 ` a �10 aE 00LIAL'M a MAXf`A cur BR1CK LAD ON EDGE tIRTCK CHIPS AND MORTAR OR CEMENT e "Usk9 N Umg" SHELF OF STRUCTURE TO BE - CONCRETE CLASS "A" RR' NAND CEMENT SPRING LINE PIPE 30" MANHOLE COVER ALTERNATE PROVIDE Y OPENINGS _ TO F To }IAUNCHlNC D/2LR tI ut a" I#ADERs LAID FLAT EXIST GRADE TEE WYE INVERTED ARCH WITH SPECIfICATNONS) IFBIRON L2IK2" w 'o L_ OR ORUSINED STONE PIPE OPENINGS To BE � DON 24 _MANHOLE COVER PL {SEE NOTE 3 Sri .�. PRECAST 01 RISER SECTION t'L 6" 1 • / NOTE FOR DESCRIPTIONS, MATERW S,AND CONSTRUCTION METH OM SEE LATEST SPECIFICATIONS r r (SEE BEDDING 5"MTN 1p T I' 13 3 LOCATION STAKE .4' MIN. COVER CRl STONE ,NOTE 3) vv� AS ORDERED BY t•CLEAR OOBOPE of B 4 Y LESS THAN MIN. MUST BE rr.-.� sua OR E GILIAL • APPROVE BY t•gMJYt TOP 11 AD FOUNDATION THE ENGINEER A + A -I 1 4"-�� CITY ENGINEER 45 LONG SWEEP 4S BEND ---�-r uk tr ML H A A �i 1 1 •MIN MN I✓ 3 / (AHNR NIM I t PVC MAIN SEWER t48 a.■ PrtFr�aT uNr► THE 3 4, 1D/ta' NUN. L.. -- �• DL4TALLxM OF PVC SEWER PIPE SHALL(XMIFORM TD 1 1 'MRN SECTION B-B t t/Y tK ftl !! THE REQUIREMENTS OF ASTM 9TANWft D-2321 W�ial� srFP PVC P • pip 2. THE EMBEDMENT WOOL SHALL BE 3A'CRUSHED STONE 3 119E IVA(D OR MECHANICNA TAIIIPhIa TO OOMPACT THE 3'MINDROP FRONT DESIGN PVC BUILDING SEWER 0 SEDDMIO 11181 HAUNCHIIO. t'CLEAR FLI IN VOID BETWEEN SEAL AND BRICKS CAST *1 4. GEOTEXTU TO BE USED*M AND$8 DIRECTE BY ENlX1W. (UP TO SPRING LINE) +tV1r• r ra NOTM DINT DETAR.S 1.BUILDING SEWERS SHALL BE 4" DIA. EXCEPT FRAME TO BE EQUAL TO 'V f/r AS DIRECTED BY THE ENGINEER F-� "LEBARON LK 110A' •� FRAME"LRARON LC328" TO �..� t•Onto ! TOTAL WE[C,FTT 24'SNIP WATER QUALITY SWALE TOTAL WEIGHT OF 2.LOCATtOtI AND DEPTHS OF BUILDING SEWERS + FRAME a COVER . 485 LBS _ Ile suw FRAME h COVER�551 L85 tw TO BE DETERMINED RV THE FIELD BY THE ENGINEER t OR olt N.T.S. � r ,,,I� . ,x nFE D�►GR �,MP.4 x PIPE OK. . CJ�ST IN PLAC£ ... A-A 1.! 4•.,. 4a'tr011 F�IFEl� 1a"OR • '.Y 4B'FOR�gqES1a'0V11 tLIS .. MtiYt�IENF !'« LOAM A ID PER :�" �LVIFKI FRAME JOINT DETAILS DETAILS BASE _ r e-a "•. PLANTING SCHEDULE BELOW Y1'P C -e• ' a Y�\ ♦� SECTION a-8 SECTION A--A ������\ '• ,• ♦ . ' i.e. MINIMUM ANTI—SEEP COLLAR DETAIL LEACHING BASIN AND OUTLET DETAIL 25" FREE80ARD N.T.S. STORM WATER LEVELER N.T.S. " „ y�♦ \� 1.23 Nss THE 2 HALVES R-4340-H NEENAH FOUNDRY COMPANY 15 OVERLAP 1.5" TYP. 1B"-24" FROM ROUND BEEHIVE GRATE CONCRETE COLLARS CONCRETE REINFORCING TO ALLOW FOR THE EDGE OF PIPE TO OR EQUAL 3" Il7L CONCRETE WALL ON 3 SIDES „ PIECES TO BE EDGE OF COLLAR SEE DETAIL TO THE RIGHT 8 BOLTED TOGETHER ON ALL FOUR SIDES - / TOP ELEVATION-105.0 SEED PILIVO Q SF HOM RDRARMOE SMLM 8" C4NCREfE WALLC re'r 1�, C 8" P.V.C. �-.. 12" STAINLESS STEEL 1 tf2" 2' MIN. MODIFIED PERMANENT SEEDING MIXTURE NO. 6 ( FROM MASSACHUSETTS FLARED END 343 BARS o SIDE ON EACH TO 3 MAXDOU A A EROSION AND SEDIMENT CONTROL GUIDELINES - 1987 ) IN THE FOLLOWING Io WASHED STONE RATIO (NUMBERS IN Ibs/ACRE . RED FESCUE --10. CANADA BLUEGRASS -10, 5 104 S" CONCRETE WALL I PERENNIAL RYEGRASS - 15 (INCREASE), AND RED TOP - 1, IS RECOMMENDED 1 O4 x 5 0 4 a a0 FILTER CLOTH TO BE 'NON-WOVEN 7�oP COURSE PLAN Brr. ooNc FOR PLANTING THE WATER QUALITY SWALES TO PROVIDE A QUICK, DENSE COVER I O �Q POLYPROPYLENE DUPONT TYPAR, TV COURSE AND TO SUPPRESS WOODY GROWTH. ( " q� 1'sOLLHJHE H)ALv. C MIRAFI 140". OR EQUAL TAR PAPER RIP—RAP DISH DETENTION BASIN INLET #3 BARS ® 1 2 ""' "�" �'') w 3" MIN. 2N:!_ 3/8" HOLES ALLOW eHAMe SEE SHEET 3 DRAINAGE PROFILE N.F.S. RIP-RAP LB• 12" P.V.C. FOR ADJUSTMENT OF 1/4" STDNE- 12" STAINLESS STEEL BOLTS SECTION DEEP TOP VIEW \ (WHICH ARE TAP. 6' EFFECTIVE PRECAST CONCRETE MANHOLES FURm E3116 2--#3 BARS - — SPACED 6" APART) DEPTH LEACHING CHAMBER I I II 12" �c c RIP-RAP END orI tZ. SMN. 20 TONE- LB V@ CLEAR 3" MIN. WALLS SUMMP t i/2" NOTE:P CONCRETE"C OLLHAR`�TE�O�HREQUIRED BASINS FOR 1 DEEP TOP CONCRETE WALL 105.00 2 0 TO 3 MAX DOUDEEP I LE RIP-RAP 8" THE TWO PIECE CONNECTING WASHED STONE _ MIN. 20 Le' 8" FOOTING BAND IS MADE FROM 1/8 Sa 12" DOUBLE WASHED STONE STONE- 12" T04 x $ F.G. POLYETHYLENE AND EXTENDS 1D4 x s _ A MINIMUM OF 3' FROM THE (aoN,fi SUB-CRAM ENTRENCH 12' 12" 12' CENTER ON EACH SIDE AND END OF - IS A CONTIENUTO THE BODY WITH BOTH COMPACTED SUBGRADE BURLAP 6" _ 10' SQUARE DEEP t -1 - Z �—�� SIDES 6 10, PROFILE VIEW COHI/ CONMP� Alp 8" FOOTING '�'rFD SUB-GRADE 12' ' D SUB-GRADE 12' RFD SUS-GRADE APPROVAL UNDER SUBDIVISION TO WALL 5' TO ►BALL CONTROL LAW I S REQUIRED 16 GENERAL CONSTRUCTION NOTES: SPECIFICATION FOR CONSTRUCTION OF CEMENT CONCRETE SIDEWALKS PROFILE VIEW CONCRETE PLANNING BOARD— TOWN O STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE AGAWAM DEPARTMENT THE CONCRETE USED FOR THE SIDEWALKS SHALL HAVE A STRENGTH OF 4000 PSI, A /� OF PUBLIC WORKS REQUIREMENTS. MAXIMUM AGGREGATE SIZE OF 3/4" AND SHALL CONTAIN 5-7% ENTRAINED AIR. O SIDE DRIVE ESTATES ,,AGAWAM, MASSACHUSETTS DELIVERY SLIPS SHALL BE PRESENTED TO THE TOWN ENGINEER INDfCATING THAT THE THE DEVELOPER SHALL NOTIFY THE AGAWAM DEPARTMENT OF PUBLIC WORKS AT LEAST CONCRETE BEING USED CONFORMS TO THE ABOVE STANDARDS. THE CONCRETE SHALL / 48 HOURS IN ADVANCE OF THE TIME WHEN HE PLANS TO BEGIN OR RESUME ANY WORK. BE PLACED IN ALTERNATE SLABS 20 FEET IN LENGTH TO A DEPTH OF 4 INCHES ./ EXCEPT UNDER DRIVEWAYS WHERE REQUIRED, THE DEPTH SHALL BE 6 INCHES. THE TYPICAL DETAILS DATE: _ .�¢*. 12" P.V.C. SECTIONS SHALL BE SEPARATED BE A 1/2 INCH THICK PREMOLDED ASPHALT EXPANSION 1 /� fl�y 00.50% ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE STANDARDS OF THE JOINT.. THE CONCRETE SHALL BE PROTECTED FROM LOSS OF WATER, THE WEATHER ��AA�� W/FLARED END 106.00' FURY BIO-MAT AGAINST AGAWAM OF PUBLIC WORKS. AND TRAFFIC FOR A LEAST 3 DAYS AFTER POURING BY A METHOD APPROVED BY THE AGAWAM, MASSACHUSETTS- CHAIRMAN; " TOWN ENGINEER. FOR: CONCRETE WALL- 8 DEEP DRIVEWAYS ( CURB CUT ).LOCATIONS TO BE DETERMINED IN THE FIELD. A PERMIT cONc. wALL PRIOR TO BACK FILLING FROM THE AGAWAM DEPARTMENT OF PUBLIC WORKS WILL BE REQUIRED. THE SURFACE OF THE CONCRETE WALK SHALL BE UNIFORMLY SCORED INTO BLOCK UNITS 5' TO WALL TOP - 105.0 OF AREAS NOT MORE THAN 25 SQUARE FEET. THE DEPTH OF SCORING SHALL BE AT �� OF ��N OF 44s^ CHARLES R. CALABRESE TWO SHADE TREES SHALL BE PROVIDED WITHIN 20 FEET OF THE STREET LINE LEAST ONE QUARTER OF THE THICKNESS OF THE SIDEWALK. AFTER TROWELING, THE �a� ^y �� ut 1 0 WOODSIDE DRIVE _ 12 SURFACE OF THE WALK SHALL BE BRUSHED TO PRODUCE A NONSLIP SURFACE. Lifer , o MA -'� 4N EACH LOT. AGAWAM MA END ENTRENCH 1 F.G. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS AND BARRICADES WHICH MAY BE NEEDED �{ E ' BURLAP 6" ALL CLAY & SILT 1N ROADWAY AREA MUST BE REPLACED WITH A SUITABLE MATERIAL OR MAY BE REQUIRED BY THE TOWN ENGINEER TO PROTECT THE WORK, PEDESTRIANS, lrI.IMK SHUTE DEEP 1 f TO A DEPTH SPECIFIED BY THE TOWN ENGINEER. AND TRAFFIC. Nam #3301 DATE: SCALE: NO SCALE '` ALL SEWER MANHOLES MUST PASS. A VACUUM TEST, AS APPROVED BY THE TOWN GRAVEL SASE �Sb -—� ` o ENGINEER, WHERE IN THE OPINION OF THE TOWN ENGINEER OR HIS REPRESENTATIVE THE SUB-GRADE 'S E ..i 9-04-2003 CHECKED: DLB LRC Mw.2a I.S. � � �` UNDER THE EXISTING SIDEWALK IS NOT SUITABLE OR THE ELEVATION OF THE WALK NEEDS 3U E REV-.1 C,A,D SHEET NO. STONE- 12' N7 SUB-GRADE 4 TO BE RAISED THE CONTRACTOR SHALL EXCAVATE EXISTING MATERIAL TO A DEPTH SUFFICIENT UPDATED:3-'I-04 T.J.A. 5 OF 5 DEEP 5• BEFORE ANY .SANITARY SEWER WILL BE ACCEPTED BY THE BOARD, IT MUST PASS TO ALLOW PLACEMENT OF 6 INCH COMPACTED GRAVEL BASE PLUS 2 INCH OF PROCESSED AN INFILTRATION OR EXFILTRATION TEST, AT THE DISCRETION OF THE TOWN ENGINEER, GRAVEL BELOW THE NEW WALK. GRAVEL BASE SHALL BE WIDER BY THREE (3) INCHES ON EACH MADE IN ACCORDANCE WITH THE DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS. SIDE THAN SPECIFIED SIDEWALK WIDTH. COMPACTION SHALL BE BY MEANS OF VIBRATION PLATE SAID TEST WILL BE MADE AT THE DEVELOPER'S EXPENSE AND SHALL BE MADE UNDER COMPACTOR OR 2 TON ROLLER. BEAN INC. SURVEYORS HNC SECTION VIEW THE DIRECTION OF THE TOWN ENGINEER. ANY TREE ROOTS ENCOUNTERED IN THE AREA OF THE WORK SHALL BE REMOVED BY THE 10 D CONTRACTOR. 40 SCHOOL STREET WESTFIELD, MASSACHUSETTS ENGINEERS ...., ..., �... ,. • ova ..�� Vi vvuvV' To: Mayor Richard A.Cohen From: John P. Stone, Supt. D.P.W. Re: Woodside Dr./Anthony Stre t Flooding Date: March 5,2007 1 received a call during the rainstorm of March 2, 2007 form Deputy Mercadante stating that a home on Anthony Street was getting water in the cellar from the new homes on Woodside Drive and asked if we could advise and or assist. I believe the Fire Dept.was pumping water from the cellar. As this involved a new subdivision area I requested Engineering to investigate. They reported back that the water causing the flooding was from the rear yards of the Woodside subdivision and that no water from a public road was involved. I then had them check the grading plan and found that there was no overall grading plan, as the Planning Board had allowed individual lot grading plans to be submitted at the time of building. We pieced these together and found that the intent appeared to be a swale to carry off the water along the rear of the Woodside Drive lots. The area is very flat and the grading and swale may have been obstructed by the ice build up during the Valentine Day Storm. It could not be determined if the grading plans bad been followed or later changed by owners due to the snow cover_ We checked for a Town easement for the drainage and found none as there was no public drainage directed to this area. There was a requirement for a 15 foot wide buffer zone(undisturbed area) along the rear of the lots. We considered attempting to get a right of entry or waiver from the Woodside residents to send in a backhoe to clear a drainage channel. It was felt that the risk to property damage was too great given the proximity of houses and snow cover. We did delivered a ton or so of sand and sand bags so the resident could block the ---flow entering-the douse—_ — — — -- — -- --—--- -- Mike Chase will file a separate report detailing their findings. cc: M. Chase ` f . I PLANNING BOARD TO: TOWN TREASURER DATE: 10--5-0 6 SUBJECT: RELEASE OF PERFORMANCE BOND FILE No. 8270 At an officially called and posted.meeting held ors 10-5-06 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 Charles Calabrese for project Woodside Drive Est . , This amount is v �C � a released for work accepted by the Agawam Planning Board. Q n HOLDING: $15, 000 RELEASE IN FULL 3 3 a W a J► PLANNING' BOARD CHAIPMAN 10/04/2008 13:59 FAX 413B210631 0 002/002 r r TOWN OF Akil-V WAM INTEROFFICE MEMORANDUM MA' To: Planning Board., -jr-'+ 5 CC: File From: Engineering Date: October 4, 2006 Subject: 'Woodside Drive--Punch list and remaining bond amount Per your request, Engineering has reviewed the status of the Woodside Drive Subdivision. If the Planning Board is satisfied that the one remaining comment has been addressed, then the bond may be released. 1, According to the definitive plans, any areas within the buffer strip that are cleared must have new trees and shrubs planted. Any buffer strip issues are at the discretion of the planruinig board. If you have any questions or comments,please do not hesitate to contact our Division, Sincerely, ///U' j 1U4khael C. Chase,E.I.T. Town Engineer hAengineeMubdMwoodside drive estnteftemos%bond Mcase.doc MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Bond Release-Woodside Drive- Calabrese DATE: September 27, 2006 Mr. Calabrese has requested a full release of bond on the Woodside Drive Estates subdivision. Please prepare your recommendation prior to the Board's October S'meeting. Thank you. DSD:prk Charles R. Calabrese 15 Woodside Drive Agawam,MA 01001 413 786 2412 September 28,2006 Town of Agawam Agawam,MA 01001 Attn: Planning Board To Whom It May Concern: I am requesting the full release of the bond for Woodside Dr., Agawam,NIA. Thank you for your prompt attention to this matter. Sincerely, [�'b k ( hly) Charles R. Calabrese RECEI'VED LLI" ; 0 2, 2006 PLAKARD FA Town of Agawam i 1 �t 36 Main Street Agawam, Massachusetts 01001-1837 Tel, 413-786-0400 Fax 413-786-9927 PLANNING BOARD a Cn A. A c_ August 22, 2006 ¢Z 3 Charles R. Calabrese tV Cn 10 Woodside Drive r" 1 Agawam, MA 01001 rr" Dear Mr. Calabrese: At its duly called meeting held on August 17, 2006, the Agawam Planning Board voted to extend the Performance Agreement for Woodside Drive Estates to November 2, 2006. The Board has requested a final recommendation from the Engineering Department for a,full release of bond. You will be notified of their response. If you have any questions, please contact this office at 786-0400, extension 245. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH:prk cc: Town Clerk Engineering File Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 August 17, 2006 Agawam Planning Board 36 Main Street Agawam MA 01001 Dear Board Members: I hereby request a 30 day extension to the Woodside Estates Performance Agreement. Thank you. A Charles R. Calabrese Town of Xgawam ' 36 Main Street Agawam, Massachusetts 01001-1837 opt Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD July 27, 2006 Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 Dear Mr. Calabrese: Please be advised that the Performance Agreement for Woodside Estates will expire on August 19, 2006. If you do not anticipate completion of the work by that date,please submit a written request for an extension prior to the Board's August 17th meeting. If you have any questions,please contact this office at 786-0400, extension 245. Sincerely, Dennis B. Hopkins. Chairman AGAWAM PLANNING BOARD DBH:prk PLANNING BOARD To, TOWN TREASURER DATE: 1-5-0 6 SUBJECT: RELWE OF PERFORMANCE BOND FILE NO. 8270 At an officially called and posted meeting held on 1--5-0 6 the Planning Board voted to release S 218 ,000 of the monies held by the Town to cover performance of work by developer _ otherwise known as Charles„Ca"brese for project Woodside Dr. Estates. This amount is „ released for work accepted by the Agawam Planning Board. HOLDING: $233 , 000 RELEASE: $218 ,000 AIMING: $15 ,000 _r PLANNING BOARD CHAIRMAN TOWN OF AGAWAM INTEROFFICE - � MEMORANDUM o ' To: Planning Board CC: File From: Engineering Date: January 5, 2006 Subject: Woodside Drive—Punch list and remaining bond amount Per your request, we have prepared a punch list of items that need to be completed before the bond can be released. The cost of the remaining work is$15,000(Fifteen thousand dollars): 1. The catch basin near the emergency spillway of the detention pond has had a history of causing erosion. The developer has repaired the structure. However, because of the weather, inspections will have to continue into the spring to confirm the repair. 2. The Street Acceptance Plans have been submitted and appear to be acceptable. Engineering will contact D.L. Bean, Inc. and request a stamped copy in Mylar format. Revised Definitive plans need to be submitted in digital format. 3. According to the definitive plans, any areas within the buffer strip that are cleared must have new trees and shrubs planted. Any buffer strip issues are at the discretion of the planning board. Engineering and the Planning Board reserve the right to add items as they see fit. Due to the current work load, some items may be required before the bond can be released that do not show up on this memo. If you have any questions or comments, please do not hesitate to contact our Division. Sincelly, Sincerely, f r Cs,�org e J. , P.E. Michael C. Chase, E.I.T. own ngineer Civil Engineer II h:lengineerlsubdivlwoodside drive estateslmemosVunchlist jan_% Ol.doc BOND REDUCTION-WOODSIDE DR ESTATES -JAN 2006 PRICES LAST UPDATED ON 11/12/2005 ITEM# ITEM UNIT UANTITY UNIT PRICE COST AREAS USED 983.1 RIP RAP CYfrON 5 $ 41.42 $ 207 KEEP IW PECENT IN CASE SILTATKNI OCCURS 125 TOPSOH.EXC&STOCKPILE CY 100 $ 6.56 $ 656 KEEP 26 w MISC 697 SILT FENCE LF 100 $ 3.49 $ 349 KEEP UNTIL CONSTRUCTION COMPLETE _ TURF REINFORCEMENT MAT C350 SY 100 $ 7.25 $ 725 KEEP 50 PERC,KEEP DOWNSTREAM 752 TOPSOIL REHANDLE CY 200 $ 7.39 $ 1,478 GAVE DRAINAGE EASEMENT,NOT ROW 765 SEEDING SY 100 $ 0.99 $ 99 KEEP ALL UNTIL END OF CONSTRUCTK)N T HIGH ARBORVrrAE EA 22 $ IOD.00 $ 2,2W NEED TO SEE IF WALKED SITE WITH PLANNING BOARD MEMBER 644.148 FENCE O DETENTION POND LF so. $ 21.35 $ 1,068 CHECK ON HOLE IN DETENTION POND DPW PERSONNEL AND EQUIP. 'Ls 1 S 3,000.00 $ 3,000 SUBTOTAL $ 9,781.60 ENGINEERING&CONTINGENCY- 10% $ 978.16 ESTIMATED CONSTRUCTION COST $ 10,759.7 STREET ACCEPTANCE PL S $ 2,OOO.00 DIGITAL COPY LOOKS GOOD- NEED STAMPED MYLAR REVISED DEFMTIVE PLAN $ 2,000.00 DIGITAL COPY LOOKS GOOD- NEED STAMPED MYLAR TOTAL $ 14,759.76 ENR INDEX CHANGE•NOV 05 TO DEC 05 TOTAL X 1.002 $ 14,792.49 SAY 1 $15 000.00 MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Woodside Drive Estates- Bond Release DATE: December 22, 2005 Mr. Calabrese has requested a full release of bond on Woodside Drive Estates. Please prepare your recommendation prior to the Board's January 5"meeting. Thank you. DSD:pre � s Charles R. Calabrese 10 Woodside Drive Agawam,MA 01001 December 22, 2005 Agawam Planning Board 36 Main Street Agawam, MA 01001 Dear Board Members: I hereby request a release of bond on Woodside Drive Estates. All work has been completed. Thank you. f--X"� q, O'Z4-1 Charles R. Calabrese f� TOWN OF AfiAWAM MEMORANDUM To: Planning Board CC: File From: Engineering Date: November 17, 2005 Subject: Woodside Drive—Punch list Per your request, we have prepared a punch list of items that need to be completed before the bond can be released: I. There continues to be erosion problems next to the catch basin near the emergency spillway. The catch basin needs to be checked for holes that may be causing the sinkhole. The developer has repaired the structure; Engineering will observe the repair over the next several months to confirm the repair. 2. Street Acceptance Plans need to be submitted in both digital and Mylar format. Definitive plans need to be submitted in digital format. Please include the house numbers on the plan, resubmit the digital format for review before submitting the Mylar copy. 3. According to the definitive plans, any areas within the buffer strip that are cleared must have new trees and shrubs planted. Any buffer strip issues are at the discretion of the planning board. Engineering and the Planning Board reserve the right to add items as they see fit. Due to the current work load, some items may be required before the bond can be released that do not show up on this memo. If you have any questions or comments, please do not hesitate to contact our Division. Sine ely, Sincerely, ear �teJ.1.oyman P.E. ohn G. Decker, E.LT. o Ene Civil Engineer I s:1su vlwoodside drive estat lmemoslpunchlist nov 2005_02.doc D. L. BEAt, INC. ---- LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS November 10,2005 Town of Agawam Planning Board 36 Main Street Agawam,MA 01001 RE: "Woodside Drive Estates" -Woodside Drive,Agawam- Charles R. Calabrese Dear Board Members: This is to certify that all sidewalks installed on the above referenced project are entirely within the 46.00 foot layout. Sincerely, D.L. B Inc. cc i�IOV 1 4 ZU-J Marc E. Shute, Senior Vice President °'` p" ' " 17" iW cc: Georganne Hoyman, Town, Engineer Charles R. Calabrese Town of Agawam - 36 Main Street Agawam, Massachusetts 01001-1837 s Tel. 413-786-0400 Fax 413-786-9927 October 25, 2005 Charles R. Calabrese 10 Woodside Drive Agawam, MA'01001 Dear Mr. Calabrese: At its duly called meeting held on October 20, 2005, the Agawam Planning Board voted to deny a request for the release of bond for Woodside Drive. Attached you will find a punchlist dated October 20, 2005. The Planning Board will entertain a request for a release of bond when the punchiist items have been completed. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, � l Dennis B. Hopkins, Chairman Agawam Planning Board cc: Clerk Westfield Bank Treasurer Engineering File f TOWN OF AMAWAM A MEMORANDUM - *, To: Planning Board CC: File From: Engineering Date: October 20,2005 Subject: Woodside Drive--Punch list Per your request, we have prepared a punch list of items that need to be completed before the bond can be released. 1. The plans call for a stop sign to be installed at the south east corner of Samuel St. and Woodside Drive (see Definitive Plan for location). However, since there is a requirement to approve the installation of any stop sign, the developer should give a stop sign, to DPW so that it can be installed at a later date. 2. There needs to be 20 - Blue Rug Juniper and one - 2 '/2" caliper red maple planted in the center of the cul-de-sac. 3. A sign needs to be installed on the chain link fence of the detention pond noting: "Detention Pond Area—Keep Out" or "No Trespassing". Please see the definitive plan for specifications on the sign. 4. Upon recent inspection,the detention pond requires the following work: a. The pond area needs to be mowed and any debris cleared out. This includes the rip rap area at the inlet to the pond and the spillway rip rap area. b. There continues to be erosion problems next to the catch basin near the emergency spillway. The catch basin needs to be checked for holes that may be causing the sinkhole. c. The flared-end outlet-from the-detention pond needs more rip-rap around it.- The area - above and behind it needs to be supported to prevent erosion and exposure of the pipe. d. The gate to the detention pond should have a lock on it. 5. Two nursery stock shade trees are required per lot. Lots which do not meet this requirement will either need have them planted or a letter from the current owner stating they do not wish the trees will need to be submitted to Engineering. 6. Engineering does not have any record of a letter from a licensed surveyor stating that the pins and bounds have been installed and all sidewalks have been installed within the right of way. 7. Street Acceptance Plans need to be submitted in both digital and mylar format. Definitive plans need to be submitted in digital format. 8. According to the definitive plans, any areas within the buffer strip that are cleared must have new trees and shrubs planted. Any buffer strip issues are at the discretion of the planning board. Engineering and the Planning Board reserve the right to add items as they see fit. Due to the current work load, some items may be required before the bond can be released that do not show up on this memo. If you have any questions or comments,please do not hesitate to contact our Division. Sincerely, Sincerely, Geor a J. Ho an, P.E. Michael C. Chase, E.I. . Town Engineer Assistant Town Engineer hAcngirA=ksubdivlwoodside drive ost-Aeslmemoslpunchlistoct2005 01.doc TOWN OF AtiAWAM too MEMORANDUM To: Planning Board CC: File From: Engineering Date: October 20,2005 Subject: Woodside Drive—Punch list Per your request, we have prepared a punch list of items that need to be completed before the bond can be released. l. The plans call for a stop sign to be installed at the south east corner of Samuel St. and Woodside Drive (see Definitive Plan for location). However, since there is a requirement to approve the installation of any stop sign, the developer should give a stop sign to DPW so that it can be installed at a later date. 2. There needs to be 20 - Blue Rug Juniper and one - 2 I/2" caliper red maple planted in the center of the cul-de-sac. 3. A sign needs to be installed on the chain link fence of the detention pond noting: "Detention Pond Area— Keep Out" or "No Trespassing". Please seethe definitive plan for specifications on the sign. 4. Upon recent inspection,the detention pond requires the following work: a. The pond area needs to be mowed and any debris cleared out. This includes the rip rap area at the inlet to the pond and the spillway rip rap area. b. There continues to be erosion problems next to the catch basin near the emergency spillway. The catch basin needs to be checked for holes that may be causing the sinkhole. c. The flared end outlet from the detention pond needs more rip rap around it. The area above and behind it needs to be supported to prevent erosion and exposure of the pipe. d. The gate to the detention pond should have a lock on it. 5. Two nursery stock shade trees are required per lot. Lots which do not meet this requirement will either need have them planted or a letter from the current owner stating they do not wish the trees will need to be submitted to Engineering. 6. Engineering does not have any record of a letter from a licensed surveyor stating that the pins and bounds have been installed and all sidewalks have been installed within the right of way. 7. Street Acceptance Plans need to be submitted in both digital and mylar format. Definitive plans need to be submitted in digital format. S. According to the definitive plans, any areas within the buffer strip that are cleared must have new trees and shrubs planted. Any buffer strip issues are at the discretion of the planning board. Engineering and the Planning Board reserve the right to add items as they see fit. Due to the current work load, some items may be required before the bond can be released that do not show up on this memo. If you have any questions or comments,please do not hesitate to contact our Division. Sincerely, Sincerely, r� L GeorAme J. Ho an, P.E. Michael C. Chase, E.X. . Town Engineer Assistant Town Engineer hAengineerlsuhdivlwoodside drive estateslrnemoslpunchlist oct 2005_01_doc 0 TO: Engineering Department FROM: Planning Board SUBJECT: Release of Bond- Woodside Drive DATE: October 4, 2005 Please prepare the final punchlist for the Woodside Drive subdivision for the Planning Board's October 20, 2005 meeting. Thank you. October 4, 2005 Dennis Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam, MA 01001 Dear Mr. Hopkins: I am requesting a release of bond on Woodside Drive and an extension until your next meeting for Anvil Street. Sincerely, Charles R. Calabrese 7 June 22,2005 VOID Zoo Planning Board 1vN Town of AgawamwRrJ 36 Main Street Agawam, MA 010 g 01 RE: Charles Calabrese - Woodside Drive Subdivision Dear Members of the Planning Board: My husband and I have lived in our home for almost 8 years. We have made a home for our family and enjoy living in this area. When Mr. Calabrese first went before the Planning Board to have his subdivision plans approved,we attended two of the meetings and our feeling was, it is his land and he can do what he wants with it. We were happy when we noticed a 15 foot undisturbed buffer area on the subdivision plan, giving us confidence that this area would not be developed and a small wooded area would still be standing. Unfortunately, when Mr. Calabrese initially started to clear the land of the trees a tree landed on our fence. We did not complain. The tree was there for approximately a week until it was finally removed. Not once did Mr. Calabrese even acknowledge that the tree hit our fence nor did he apologize. When he started to clear the land to begin building the house for Lot 5, Mr. Calabrese proceeded to hit one tree on our property line and leave it leaning into our yard, he plowed debris into our fence and he ultimately hit our fence, ripping the post right from the fence. Not once did Mr. Calabrese acknowledge that he did this damage or even come to apologize. We contacted the Planning Board at the end of April to find out exactly what a 15 foot undisturbed buffer area"meant. It was explained that this fifteen feet was not to be disturbed or any trees taken down in this area. Mr. Calabrese has his heavy machinery right up to our property line, he has hit trees right on our property line and he has plowed debris into our yard. On April 27, 2005 Mr. Calabrese was notified by the Planning Board to cease working in the buffer area and to remedy the problems with the abutters. This was not done. On May 2, 2005 Mr. Calabrese hit our fence for the second time and this time ripped the post right from our fence, in addition to hitting a tree and plowing debris into our yard. Mr. Calabrese has made statements that our shed and fence are on his property, but he has yet to provide evidence of this. We then had to engage an attorney to write a letter to Mr. Calabrese on May 2, 2005 demanding that he cease working in the buffer 273205.1 area and that he would be liable for all damage to our fence. Mr. Calabrese has not responded to that letter. He did take down the damaged tree,but he left it in the buffer area. On May 7, 2005, Mr. Calabrese confronted my husband and told him that there is no buffer area, how can you sell a property with a buffer area, and he said that he knows it's on the plan,but there really is no buffer area. Mr. Calabrese executed a Covenant agreeing to this 15 foot buffer. On May 11, 2005, I contacted the Planning Board and told them what kind of actions that had been taking place and was told that they would not sign off on the building permit for this house until Mr. Calabrese appeared before the Planning Board tonight to answer why he has been working in the buffer area and how he was going to remedy the damage done to our property. On May 18,2005,Mr. Calabrese began building the house on Lot 5. I do not know whether or not he has a building permit to do so. On May 17, 2005 Mr. Calabrese hit another tree on our property line and located in the buffer area. This tree is 80 feet tall and is cracked on the side and bottom, and it is leaning toward our yard. It is our understanding that in the event of inclement weather, that tree will fall and damage our property, maybe even severely harm someone in our family. On May 18, 2005 my husband approached Mr. Calabrese and asked that he remove the tree that they hit. Mr. Calabrese stated that they could remove it, but he would have to have approval from the Planning Board because it is located in the buffer area. On June 6, 2005 Michael Morassi from the Planning Board came to our house to view the property and inspect the damaged tree. He agreed with my husband that the tree was damaged and that it should be taken down. He told my husband to contact Mr. Calabrese to remove it. My husband contacted Mr. Calabrese that afternoon and stated that the Planning Board agreed that the tree should be removed, and Mr. Calabrese laughed and told my husband to call a tree service. Simply stated,we are a family with 3 children on one side of the fence,with Mr. Calabrese on the other side. We do not like living day to day wondering if a tree is going to fall on our house and damage our home and possibly severely harm one of our children. Mr. Calabrese is able to make threatening statements to the effect of if we don't call the Town, he won't make us move our shed. A perfect example of how Mr. Calabrese can do whatever he wants is the fact that there is an Order of Conditions on record with the Hampden County Registry of Deeds which clearly states that one of the conditions is that he place a restrictive covenant on the deed upon the conveyance of Lots 3 and 4. Lots 3 and 4 were recently conveyed and no such restrictive covenant is on the deed. Charles Calabrese, Jr. has on numerous occasions acted in a disrespectful, taunting and hostile manner. In a good faith effort to resolve these issues and move 2732D5A 2 r toward resolution, we have not stated specific incidences of Charles Calabrese's disrespect, taunting and hostility,but have such incidences upon request. He has done nothing but shown a blatant disregard for our property and safety. If I were to damage someone's property, I would be held liable. Why isn't that the case for Mr. Calabrese? What is hard for me to understand is why the law is out there and enforced for everyone else,but not for Mr. Calabrese. We work hard everyday to live in this town and to be safe and happy and try to raise our children in a safe environment. As a possible resolution to this matter,we would like to see the following actions taken by Mr. Calabrese: 1. Accept liability and pay for the broken fence. 2. Remove the damaged tree which is a serious hazard. 3. Remove the trees and debris from the buffer area and restore the buffer area as much as possible to an undisturbed state. Thank you for taking the time to review and consider this situation. Sincerely, Mary-El Hulse 273205.1 3 RECEIVED MAY 2 7 2005 PLANNING BOARD May 23, 2005 Town of Agawam Planning Board 36 Main Street Agawam, MA 01001 Ladies and Gentlemen: I am writing this letter to express my concern about the development on Woodside Drive in Agawam. I live at 123 Anthony Street which abuts this development, and have become concerned over the destruction of the 15 foot buffer zone between the properties. I had attended all the meetings leading up to the approval of the Woodside Drive development and it was my understanding that there was to be a 15 foot undisturbed natural buffer zone between the properties on Anthony Street and Woodside Drive. I have watched as the buffer zone between all the abutters on Anthony Street has been cleared out including the removal of trees, and am now concerned as I am the last lot left abutting a new home, and have noticed that the developer has begun to clear out parts of the 15 foot buffer zone behind my property as well as remove trees in that buffer zone. As I said before I sat in the Planning Board meetings and was reassured that there was going to be a 15 foot undisturbed natural buffer zone, and that nothing could be moved or changed within that zone. This issue is now even more relevant due to the fact that there are three new home abutting Anthony Street, the first two are one floor homes, the last home is a two floor home which is set further back towards Anthony Street and which also appears to be built with a higher foundation than the others, this new home is built behind my home. My lot on Anthony Street, as well as the lot next to mine, at lower than all the other lots which abut Woodside Drive. With that and the combination of the bigger home, and the home being set back farther with a bigger foundation, this new home is now towering in my back yard. This is where I feel the buffer zone issue comes into play. The buffer zone and its trees and shrubs which were removed were to have given some privacy and separation from the new homes, but with them removed and the buffer zone cleared out I feel the developer and the Town did not act properly. I also feel that it showed a lack of respect for the abutters the way the situation was handled. It appears to me that what was told to the abutters and agreed upon by the developer in regards to the buffer zone was not in fact what happened. It appears to me that left alone the developer will just keep damaging the natural buffer zone and in turn eliminate what little privacy I have let. Sincer y, �f -ram. Steve and Shannon Fitzgerald Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 May 13, 2005 Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 Dear Mr. Calabrese: On April 27, 2005, you were sent a letter asking that damage done to a fence abutting Lot 5 Woodside Drive be corrected and that work in the 15'buffer cease. A copy of your executed buffer covenant has been attached. The Planning Office has received the"white form" for this lot. The Planning Office has also received a copy of a letter from Attorney Craig Brown to you concerning on-going problems with the abutting property. The Planning Board asks that you attend the Board's May 19" meeting to discuss how these problems can be corrected. The Planning Office will not process the"white form"until you have attended the May 19"meeting. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Chairman Agawam Planning Board CC., Building Solicitor Attorney C. Brown Engineering File G,4ENANT OF CHARLES R. CALABRESE AS TO BUFFER STRIP 1, CHARLES R. CALABRESE, of 10 Woodside Drive, Agawam, Hampden County, Massachusetts, with regard to Lots 1,5,6,and 7 and the Southeasterly property line of Lot#4 as shown on a plan entitled "Definitive Subdivision — Woodside Drive Estates" Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, Ma, Dated 9-04-2003, Revised 1-21-2004, & revised: 1-29-2004 & revised March 1, 2004 and is to be recorded herewith, hereby covenants that Lots 1,5,6 and 7 and the Southeasterly property lime of Lot #4 each contain a permanent protected buffer strip as shown on said plan. No cutting of trees, clearing of brush, digging, filling in with sod or other debris or construction of buildings or other structures shall be allowed in the buffer strip. In addition, along the westerly side of property line of Lot #7 there shall be a 15' planted strip. The first 5' shall be planted with 4' to 5' arborvitae 5' on center. The remaining 10' shall be planted in lawn, No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. Along the westerly side of property line of Lot#1 there shall be a 15' planted strip. This strip shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. This covenant runs with the land and is applicable to my successors and assigns Including purchasers of said lots. Said lots being a portion of the land owned by Charles R. Calabrese as described in a deed recorded in the Hampden County Registry of Deeds in Bmk 2727 Page 258. . Witness my hand and seal this 1�� day of March, 2004 — ' Tj m Witness /HARLE R. CALABRESE \ ' r Town of J19awam 36 Main Street Agawam, Massachusetts 01001-1837 0 MP Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD April 27, 2005 Charles Calabrese 10 Woodside Drive Agawam, MA 01001 Dear Mr. Calabrese: The Planning Department has been made aware of work taking place within the 15'buffer on Lot 5 Woodside Drive. Please be advised that this area is to remain undisturbed. No work is to take place within this buffer and any damage to the abutting property's fence should be corrected. If you have any questions,please contact this office at 786-0400, ext. 283. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD Town of Agawam 1 1ri �l w+ 36 Main Street Agawam, Massachusetts 01001-1837 0 Tel. 413-786-0400 Fax 413-786-9927 September 13,2004j`� : r Mr. Edward W. Toon 89 Woodside Drive Agawam, MA 01001 ; Re: Woodside Drive Estates Subdivision- Tree Belt Modification .q.E z; Dear Mr. Toon: This letter is to inform you of upcoming modifications to the tree belt in front of your home on Woodside Drive due to the subdivision construction This work is scheduled to begin during the week of September 20'. In order to transition from the existing 18' wide to the 26' wide required pavement width in the new section of Woodside Drive,the existing landscaping which you have grown within the public right of way will have to be removed and relocated for you by the contractor, Calabrese Construction. The enclosed diagram shows the area which must be altered in front of your property. This work will take place within the public right of way from the property line to the new roadway_ Any existing landscaping located within the Town's right of way/tree belt will have to be removed and relocated on your property to a location chosen by you. As part of this construction, the existing section of Woodside drive in front of your home will be re-paved to Samuel St. It is necessary to get your input, so that your plants and mailbox within the Town's right of way can be placed at a location of your choice. Calabrese Construction and the Engineering Department would like to work with you on any available options to save any landscaping which you would like to be relocated. Please contact Adam Chase at the Engineering Department in the Town Hall at 413-786-0400 ext. .285 for further information and to coordinate this work on the behalf of the contractor. Thank you in advance for your cooperation. S„ cerely, ° Ge ganne J. yman, E., Town Engineer C : Charles Calabrese, Calabrese Construction; John Stone, DPW Supt;Planning Board SASUBDMWoodside Drive Estateslmemos\Notifivwion Landscaping 9 13 44.wpd r �\IPA OTHER LAND OF \ CHARL.ES R. CALABRESE EDGE OF WOODS ! \ PERMANE TUR REINFO EM MAT �ALLr DISTURBE AREAS ANON RIM F ON BASIN ( AIL (SIGHT ) P114`` E DETTECT THE INLET OF LEACHING STRUCTURE WITH SILT SACK AND STAKED HAY BALES. (S E SHT 4 OF 5) �p LAND N/F 22-- -� J LOT 1 • f E. TOON i 1� PROPOSED PROF HSE 89 HOUSE 8c GARAGE HOUSE BUILDING ENVE FE ) W , WS ER A EROSION/SEDIMENT N EB&% p 5T. DRIVEWAY (1 AFRO AH EXIST. PAVEMENT �, �� i�1. WOODSY a 21.52„1�--� --- E-1 12.39' Q 0+00 � +00 — 2+-i 00 c� y TREET ara� U/POLE# I/POLEr 6 W N K GUY,, WS* WIRE LAND N/F ER < W. MAKUCH CC LO 7 Town o f )Igawam 36 Main Street Agawam, Massachusetts 01001-1837 MA Tel. 413-786-0400 Fax 413-786-9927 August 26, 2004 Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 Dear Mr. Calabrese: The Planning Office received a telephone call from one of the abutters to the Woodside Drive Estate subdivision today. The abutter reported that the buffer adjacent to their property had been cleared yesterday,August 25, 2004. Attached please find the deed restriction which you signed on March 9, 2004 which indicates that "no cutting of trees, clearing of brush, digging,filling in with sod or other debris or construction of buildings or other structures shall he allowed in the buffer strip". Please be advised that the performance bond which you recently posted is to be used'to ensure the construction of the subdivision in conformance with the approved Definitive Plan. I have been advised by the Town Solicitor that bond funds should be held until the buffer is restored to its natural condition. If you have any questions, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, 5 Deborah S. Dachos,.Director Office of Planning and Community Development cc: Engineering Building Solicitor File 0-VENANT OF CHARLES R. CALASSE AS TO BUFFER STRIP 1, CHARLES R. CALABRESE, of 10 Woodside Drive, Agawam, Hampden County, Massachusetts, with regard to Lots 1,5,6,and 7 and the Southeasterly property line of Lot#4 as shown on a plan entitled "Definitive Subdivision — Woodside Drive Estates" Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, Ma, Dated 9-04-2003, Revised 1-21-2004, & revised: 1-29-2004 & revised March 1, 2004 and is to be recorded herewith, hereby covenants that Lots 1,5,6 and 7 and the Southeasterly property line of Lot#4 each contain a permanent protected buffer strip as shown on said plan. No cutting of trees, clearing of brush, digging, filling in with sod or other debris or construction of buildings or other structures shall be allowed in the buffer strip. In addition, along the westerly side of property line of Lot #7 there shall be a 15' planted strip. The first 5' shall be planted with 4' to 5' arborvitae 5' on center. The remaining 10' shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. Along the westerly side of property line of Lot #1 there shall be a 15' planted strip. This strip shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. This covenant runs with the land and is applicable to my successors and assigns - including purchasors of said lots. Said lots being a portion of the land owned by Charles R. Calabrese as described in a deed recorded in the Hampden County Registry of Deeds in Bepk 2727 Page 258. Witness my hand and seal this 7 7 ' day of March, 2004 Yam, �' •"' rn Witness HARLE R. CALABRESE \^s t iY PERFORMANCE AGREEMENT WOODSIDE DRIVE ESTATES LOTS 1 THRU 7 INCLUSIVE THIS AGREEMENT made by and between Charles R. Calabrese,an individual, hereinafter called the DEVELOPEP,having a usual place of business at 10 Woodside Drive,Agawam,Massachusetts 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 1 thru 7 inclusive as shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below: i WOODSIDE DRIVE ESTATES DEFINITIVE SUBDIVISION AGAWAM,MASSACHUSETTS FOR: (OWNER)CHARLES R CALABRESE D.L.BEAN,INC. DATE:9-04-2003, UPDATED;3-1-04 SCALE V=40' HCRD BOOK PAGE AND WHEREAS,on January 29,2004 the PLANNING.BOARD of the TOWN endorsed plans entitled: 1 WOODSIDE DRIVE ESTATES DEFINITIVE SUBDIVISION AGAWAM,MASSACHUSETTS FOR: (OWNER)CHARLES R.CALABRESE DATE:9-04-2003,UPDATED:3-1-04 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 J are more stringent. II Wherever the terra"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 i 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. f I I + 1 I 1 ' l I A. treet an Roadway: The tiro area within the street layout shall be cleared of all s brush � .X n y d stumps, 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 M1.01.0 to a depth of 4 feet below the I subgrade. f 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 M l.01.0 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 i Designation T99 Compaction Test Method C. Special Borrow for subbase shall conform to 11 Massachusetts Standard Specifications M2.01.1. Subbase and base courses shall be fine graded and f compacted to not less than 95 percent of maximum dry density in accordance with Section 401 and 14 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 f be applied until oite(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 Lasses,and Type VA vertical curb shall be used on Sub-Collectors and Collectors,unless otherwise directed by the Towns Engineer. B. Sanitary Sewers: Submit an"Application for Permit for Extension of Sewerage System"to the Superintendent of Public Works for his reconnruendation to the Director of the Massachusetts Division of Water Pollution Control. After receipt of.a Sewerage Extension Permit,pay all fees and I deposits,and apply for a connection to the public sewer. f � 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. } fBuilding sewer connections shall be at least 4 inch diameter laid at 118 inch per foot pitch sr"mmun" and shall be separated from the water services by at least 10 feet horizontally. Building sewer connections shall not be made directly into manholes. bong sweep elbows shall be used for all bends 11 112 degrees or greater. A cleanout shall be installed no further than 20 feet upstream of any 45 j degree or 90 degree bend. No foundation drains or roof leaders shall be connected to the sanitary sewers. + f Bedding spat[conform to Subsection 230.61,and backfilling shall meet the requirements of Subsections 120,60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special II 1 bedding of sand borrow conforming to M1.04.0 Type shall be well compacted around all PVC sewer 1 pipe a minimum distance of 1 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 maternal to the width jand 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 j ! size of 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 l foot below and from all sides of the pipe or structure. jPrecast concrete sewer manholes shall conform to Agawam Construction Standard 202.4.1 and shall be installed in accordance with Section 201 of the Massachusetts Standard Specifications. Pipe 1 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 bituxr3inous joist filler shall conform to M3.05.3 and cement concrete brick for adjusting frarnes and covers shall conform to M4.05.0 of the Massachusetts Standard Specifications. Type A flames 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 necessary for air testing all sanitary sewer pipes. If leakage of air at 4 psi exceeds 0.15 CFM per t li 1 I square foot in any section of pipe,as determined by the Town Engineer,the DEVELOPER shad 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 determined by the Town Engineer. I � C. Draina e: If any storm drains are to be connected to the TOWN drainage systern,the DEVELOPER shall apply to the Superintendent of Public Works for a permit to connect to the public storm drains, and pay all fees and deposits required. J Install reinforced concrete storm drain pipe conforming to Massachusetts Standard Specifications } M5.01.1,of the size,class and at the lines and grades shown on the Definitive Plans. Storm 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 118 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 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 15Q.64 of the Massachusetts Standard Specifications. A special i bedding of sand borrow conforming to M1.04.0 Type b shall be well compacted around all PVC drain pipe a minimum distance of 1 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 M1.02.0(maximum stone size of 2 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 J sides of the pipe or structure. I 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 M4.05.0. Manhole frames and covers shall be } h 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 reinforcement work shall conform to Section 401 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions indicated on the definitive 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. 1 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 ` 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 V the Town Engineer. D. ater Install 8-inch Class 52 cement lined ductile imn water mains,or larger as shown on the Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard Specifications M5.05.3, 1 Class 52. Joints shall be bell and spigot clastomeric gasket rings conforming to ANSI Specification J A21.11. Standard laying lengths shall not exceed 20 feet Ductile iron pipe shall be polyethylene i ' encased in accordance with ASTM Specification A674. J 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-inch main valve seat,a bury length of 5.5 feet minimum,or as required for each individual installation,and diaff be furnished with two(2)2 112 inch hose nozzles. One(1)additional 4 112 inch steamer nozzle shall be fiunished on the hydrant when deemed necessary by the Town Engineer. A hydrant tee and valve shall open left,counterclockwise. J Gate valves shall be New York Metropolitan Standard meeting the requirements of AWWA Specification C500,and shall have mechanical joint ends. Valve boxes shall be 4 1l2 inch diameter and the cover shall include the word "WATER"cast in the top. i ' l Corporations shall be New England Standard and shall be Mueller H-15002,Ford F-600NE,or 1 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 3l4 inch diameter. Where rock is encountered it shall be removed to a depth of 1 foot below the bottom of the pipe. Only granular material approved by the Town Engineer shall be used as backfill in any trench excavation. l 1 E. Sidewalks and Tmebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway l i square foot in any section of pipe,as determined by the Torun Engineer,the DEVELOPER shall locate the leaks and repair them at his own expense. In no event shall the total infiltration or exf ltration 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 determined by the Town Engineer. C. aina e: If any storm drains are to be connected to the TOWN drainage system,the DEVELOPER shall apply to the Superintendent of Public Works for a permit to connect to the public storm drains, and pay all fees and deposits required. Install reinforced concrete storm drain pipe conforming to Massachusetts Standard Specifications M5.01.1,of the size,class and at the lines and grades shown on the Definitive Plans. Storm 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 118 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 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 120.6013, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special bedding of sand borrow conforming to M1.04.0 Type b shall be well compacted around all PVC drain pipe a minimum distance of 1 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 M1.02.0(maximum stone size of 2 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 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 flaps 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 M4.05.0. 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 reinforcement work shall conform to Section 901 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions indicated on the definitive 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 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 Torun Engineer. D. VLater Install 8-inch Class 52 cement lined ductile iron water mains,or larger as shown on the Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard Specifications M5.05.3, Class 52. 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, NJ; or approved equal. Hydrants shall have a 5-inch main valve seat,a bury length of 5.5 feet minimum,or as required for each individual installation,and shall be fnmished with two(2)2 112 inch hose nozzles. One(1)additional 4 1/2 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 ofAWWA ! Specification C500,and shall have mechanical joint ends. Valve boxes shall be 4 1/2 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-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 1 foot below the bottom of the pipe. Only granular material approved by the Town Engineer shall be used as backfrll in any trench excavation. E. 'dewalks and ree el : The DEVELOPER shall construct sidewalks on both sides of the roadway ' I i of such width as is shown on the Definitive PIans, 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 M1.03.1 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 1 inch each,and shall conform to the applicable requirements of Section 701 of the Massachusetts Standard spec cations. 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 deterruination 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 of M6.03.0. 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. Uh,.._. lities: 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. ins ectio : The DEVELOPER shall notify the Department of Public Works of the TOWN at least forty-eight(48)hours in advance of the tirne 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(1) full year that the trees remain alive and healthy. I j ' 1. 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 of M6.03.1. 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 of M6.04.1 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 j deposited sediment that collects at the hay bale structures shall be removed periodically as directed by the Town Engineer. i Lightweight paper netting shall be applied on slopes steeper than 3:1 and on seeded areas shown on i the Definitive Plans or as directed by the Town Engineer. The netting shall be secured to the ground with 1"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. i J. Lam 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. Each lot line roust 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- M. Protectiq_n of Natural Features: All natural features to be preserved shall be suitably protected by the DEVELOPER duringconstruction. The DEVELOPER shall notify the Tree Warden at least one(1) fY 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. a nn : 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 of final inspection. Monuments marking the street layout shall be granite or precast concrete bounds conforming to Massachusetts Specifications M4.04.8 or M4.06.1,set flush with finish grade. Iron pipe 1 1/2 inch diameter, schedule 40 galvanized,3 feet long,may be used at lot corners,except where a granite or precast concrete bound I is required for marking the street lines. P. Street_Acsepjance: The DEVELOPERshall 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 I Acceptance Plans referred to above. I i i I . i f I I E I I I PERFORMANCE GUARANTEE: The DEVELOPER shall famish to the Town a Performance Guarantee in the amount of$233,000 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 f within two(2)years 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 term of this Agreement. Any surety accepted by the TOWN under this Agreement must satisfactorily protect the TOWNS 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 Performance Guarantee. If the DEVELOPER fails to perform the work within the 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 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 Iowest 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 t in a workmanlike manner,and that the said work will be,fit for the use intended. I � i I i i it i{I s 3' I li I � : I i I - i N TIF ATION OF L T : Upon completion of all work required herein,the DEVELOPER Mall 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 executed in four(4) counterparts,each one of which shall be deemed an original this the��day of ,20AV�K ATTEST: DEVELOPER: CHARLES R CALABRESE ay (witness to developer) Charles R. Calabrese,an individ ATTES TOWN TOWN OF AGAWAM,MASSACIiUSETTS RD TH TOWN CLERK ANNING BOARD DATE: f 4PROVED Page 7 of 8 RELEASE OF COVENANT This is to certify that the Agawam Planning Board has released Lots 1 thru 7as shown on a Definitive Plan entitled "Woodside Drive Estates ", plans drawn by D.L. Bean, Inc. and dated 9-04-2003, updated 3-1-04. Said plans being recorded in the Hampden County Registry of Deeds, said lots being subject to the provisions of a Covenant dated March 9, 2004, given by Charles R. Calabrese to the Town of Agawam, said covenant being recorded in the Hampden County Registry of Deeds, Book , Page AGAWAM PLANNING BOARD �t w C Hampden cc Commonwealth of Massachusetts DATED: August 19 , 2004 Then personally appeared the above named, Dennis B. Hopkins , Violet Baldwin, Patrick Sullivan members of the Agawam Planning Board and acknowledge the foregoing to be their free act nd deed before me. Notary Public My Commission expires: cc: Town Clerk PAMELA R. EDMUNDS,NotarY Public Building Inspector Commonwealth of Massachusetts File My Commission Expires dune 4,2010 11 PERFORMANCE GUARANTEE PERFORMANCE GUARANTEE SECURED BY CERTIFICATE OF DEPOST: 1000348449 LETTER OF CREDIT #402/2004 KNOW ALL MEN BY THESE PRESENTS: that Westfield Bank, having a usual place of business at 141 Elm Street, Westfield, MA 01085, hereinafter called the LENDER; pledges irrevocable credit in the form of a letter of Irrevocable Credit dated July 26, 2004 in which said Letter of Irrevocable Credit hereinafter is referred to as SURETY; said SURETY to be held by and firmly bound unto the Town of Agawam, a municipal corporation having a usual place of business at 36 Main Street Agawam, MA 01001, after called the TOWN; in the penal sum of TWO HUNDRED THIRTY-THREE THOUSAND AND 00/100 ($233,000.00) DOLLARS in lawful money of the United States, for the payment of which sum well and truly to be made, we bind said SURETY firmly by these presents. THE CONDITION OF THS OBLIGATION is such that whereas, the PRINCIPAL, entered into a certain Performance Agreement with the Town, dated July 15, 2004 a copy of which is hereto attached and made a part hereof to carry out for the completion of the subdivision known as: Woodside Drive Estates Lots 1-7 Agawam, MA 01001 PERFORMANCE GUARANTEE PROVIDED FURTHER, that said LENDER hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Performance Agreement, or to the work to be performed thereunder shall in any way affect its obligation under this Irrevocable Letter of Credit, and it does hereby waive notice of any change, extension of time, alteration or addition, provided the total obligation does not exceed TWO HUNDRED THIRTY-THREE THOUSAND AND 001100 ($233,000.00) DOLLARS. NOW THEREFORE, in consideration of the mutual promises, undertakings and other lawful consideration herefnafter set forth, the parties agree as follows: (1) The Lender hereby authorizes the TOWN to draw from the SURETY on written demand up to an aggregate amount of TWO HUNDRED THIRTY-THREE THOUSAND ($233,000.00) DOLLARS being conditioned that the LENDER shall make no disbursements of funds from SURETY except by written instruction of the TOWN through its Treasurer as authorized by vote of the Planning Board. The LENDER may, from time to time, make partial releases from said SURETY to the PRINCIPAL, or directly to its contractors and subcontractors, as various improvements and work have been completed and approved by the TOWN, but only upon the written approval of the TOWN stating the sum and the party to whom said partial releases shall be advanced. (2) In the event that the TOWN shall file with the LENDER a written statement that the PRINCIPAL is, in the judgment of the TOWN, in default of the terms of said Performance Agreement, the LENDER shall make any funds undisbursed available to the TOWN as hereinafter provided, subject to paragraph below. (3) The TOWN agrees that any payments received by it from the SURETY will be expended solely for the purpose of curing any default of the PRINCIPAL of its obligations and commitments as set forth in said Performance Agreement, plus reasonable administrative expenses, attorney's fee, interest and legal costs needed to cure such default. (4) The TOWN shall provide the PRINCIPAL under paragraph(3)above, with all information concerning the alleged breach including, but not limited to the amount of money represented by i Performance Guarantee 402/2004 July 26, 2004 Page 2 said breach, together with the details wherein the said construction of installation has not been completed. (5) This Letter of Credit is not transferable or assignable. PROVIDED FURTHER that no final settlement between the TOWN and PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. Westfield Bank certs0cate of deposit number 1000348449 covering subject premises located as described above which will additionally secure this Letter of Credit. IN WITNESS WHEREOF, this instrument is executed in four(4) counterparts, each one of which shall be deemed an original this 2e day of JULY 2004. ATTEST: PRINCIPAL: CALABRESE CONSTRUCTION COMPANY, INC. BY: Char A. Calab , Pr i n BY:_. harles R. Calabrese, Treasurer GUARANTORS BY. t Char A. Calabrese, Ind iduaily BY' ZI Charles R. lab ese, Individually ATTEST LEND WE D BANK Jarq61f4orntemayor, its Duly Authorized Assistant e President A TO Town o f am M acl7usetts Planning Board C BY: Witness to Planning Board Approved DATE: DATE: By IA"- To n Treasurer o Town of Igawam 36 Main Street Agawam,Massachusetts 01001-1837 y Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Attorney Thomas S. Locke,Town Solicitor FROM: Planning Board SUBJECT: Letter of Credit - Woodside Drive Estates - Calabrese DATE: July 26, 2004 Please review the attached(copy) Letter of Credit Mr. Calabrese has subntitted for the Woodside Drive Estates subdivision as soon as possible. Thank you. :pre Q_` V v' TOWN OF AGAWAM INTEROFFICE _ MEMORANDUM �M� To: Planning Board CC: John P. Stone, DPW Supt. f File From: Engineering Date: July 9, 2004 Subject: Complaint - Calabrese - Woodside Drive Per your request dated July 5, 2004, Adam Chase from the Engineering Department investigated the buffer strip neighboring Mr. Toon's property line at 89 Woodside Drive. The following are the results from his investigation on July 9, 2004: The 15 foot buffer strip looked.to have been activitely used as a logging storage area for trees cut down on lot 1. These trees may have been close to the property line, but were not within Mr. Toon's property. The approximately 10 foot tall trees (arbea vita) that appear to be on Mr. Toon's property, are all intact and form a complete row, with no gaps that might indicate one of these trees has been cut down. Adam spoke with Chucky Calabrese about this situation, he is going to clean up within this buffer strip and install the silt fence that is required. He also said that, if Mr. Toon would like any kind of improvements along his property line, he is willing to listen and see what he can do to address any complaints he might have. I have attached a location map of this area with current pictures taken. Fortunately we do have a picture dated March 15t', 2004 of this same area, which shows more siltation within the buffer strip, but no trees that might have been cut down when comparing this to the current picture. The definitive subdivision plan indicates that this buffer its to be vegetated. This is interpreted to mean it should be lawn or landscaped and no structures may be built within it. If you have any questions, please do not hesitate to contact our division. Sincer ly, J, org J. Hot' P. Adam S. Chase, E.I.T. a ngineer Civil Engineer I ��� UFFERt 0 4IP NEIGHBORING MR. TOON AREA IN QUESTION 1 WIDE BUFFER STRIP TO BE PLANTED } JULY 9, 2004 N N N C+1 � 2 SEE RI DETAIL w M 2*56 WOODSID MARCH 15, 2004 S 72`36 34 122.96' 0 S �5�1�Z1 UFFER' RIP NEIGHB❑RING MR. T❑❑N AREA IN QUESTION 1 WIDE BUFFER STRIP TO BE PLANTED ) JULY 9, 2004 IA C4 SEE RI -- DETrAIL _ W R s 004 _ n N 7 WOODSIDE ' MARCH 15, 2004 S 7756'34" 122.96' TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: John P. Stone,DPW Supt. /File From: Engineering Date: July 15, 2004 Subject: Bond Setting-Calabrese=Woodside Drive As per your request dated June 17, 2004,we have calculated the bond setting for the subject site. The recommended bond amount of$233,000.00 (Two Hundred and ThirtkThree Thousand dollars) should be withheld. If you have any questions, please do not hesitate to contact our division. If you have any questions, please do not hesitate to contact our division. Since ly, eorg a J. Ho an, P.E Adam S. Chase,E.I.T. To gineer Civil Engineer I H:ENGINUMSUBM Wwdssde Wye Estaksl nicrnw bond setting 2.wpd Planning Board TO : Town Treasurer Date 7-15-04 Subject : Performance Bond File No. 82270 At an officially called and posted meeting held on 7-15- 04 the Plarming Board voted 4-0 in favor of setting $ 233,000 as the amouht required to be filed with. the Town Treasurer to cover performance for a period of two years by developer otherwise known as -Charles Calabrese for project Known as Woodside Drive Estates �`� This 3s �o coffer. co lots # 1 thru 7 inclusive . The Board reserves the right to_ view the bon amount t the time the a ant ire to post recur fir. r Planning Board Chairman 1-59-7/74-200 4 TOWN OF AGAWAM INTEROFFICE _ MEMORANDUM ° To: Planning Board CC: John P. Stone,DPW Supt. /File From: Engineering Date: July 1, 2004 Subject: Bond Setting-Calabrese-Woodside Drive As per your request dated June 17, 2004, we are in the process of preparing a bond setting for Woodside Drive Estates. It will be completed as soon as time allows. If you have any questions,please do not hesitate to contact our division. Since-Tel , eor anne J. Adam S. Chase, E.I.T. To Engine Civil Engineer I H:TNGINEERISUHDMWoodside Drive Estateslmemoslbond setting I wpd TowN OF AGAWAM INTEROFFICE z MEMORANDUM To: Planning Dept. CC: File From: Engineering Date: June 4, 2004 Subject: Woodside Drive Estates - Grading Plan Submittal D.L. Bean Inc. has submitted a grading plan for review for Lot 1 within the Woodside Drive Estates Subdivision. This submittal is premature in that no bonding has been established for this subdivision. I have sent the attached letter to the developer and his engineer. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, eor a J. ymar4'P.E. To Engineer Enclosure - SAsubdivlwoodside Drive Estateslmemos115 Review lot 2 desc.wpd Town of Agawam Oro 36 Main Street Agawam, Massachusetts 01001-1837 z Mp Tel. 413-786-0400 Fax 413-786-9927 0 June 4, 2004 Mr. Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 Re: Woodside Drive Estates Subdivision- Grading Plan- Lot 1 Dear Mr. Calabrese: I have just received a grading plan for review for Lot 1 within the Woodside Drive Subdivision. This submittal is premature. Please follow the previously established procedure of requesting the establishment of a bond with the Planning Board before the submission of any grading plans for the subdivision. This grading plan will be reviewed once the Planning Board has received the proper bonding from you on this project. Si erely, Ge ganne J. oym , P. E., T Engin r CC: D.L. Bean Inc. Planning Dept. SASUBDIVMoodside Drive Estateslmemos118 grading plan early letter.wpd MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Bond Setting- Woodside Drive Estates - Calabrese DATE: June 17, 2004 Mr. Calabrese has requested a bond amount for the Woodside Drive Estates subdivision. Please prepare a bond estimate for the Board's July 1, 2004 meeting. Thank you. DSD:pre Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 June 17, 2004 Agawam Planning Board 36 Main Street Agawam, MA 01001 Dear Board Members: I hereby request a bond estimate for the Woodside Drive Estates subdivision. Thank you. Charles Calabrese MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Complaint- Woodside Drive Estates DATE: July 6, 2004 This office received a complaint from Mr. Toon of 89 Woodside Drive. He stated that the developer(Mr. Calabrese) has cut trees on his property. He also informed Mr. Toon that, due to the need to widen the road, he will be removing flowers and shrubs in the front of Mr. Toon's property. Please investigate this complaint and notify this office of your findings. Thank you. DSD:pre • 0 COVENANT The undersigned, Charles R. Calabrese, hereinafter called the "Covenantor", having submitted to the Planning Board of the Town of Agawam a definitive plan of a subdivision entitled Woodside Drive Estates" 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 8-M."-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 shall be recorded when said plan is recorded. EXECUTED AS A SEALED INSTRUMENT THIS _9DaS� Dale CHARRL S R. CALABR S ; By,/X Charles R. Calabre e ,SS STATE OF FLORIDA Then personally appeared the above-named, and acknowledged the foregoing instrument to be the free act and deed of company befor me. Notary Public My Commission Expires kloj EVi►es APn1 21,Me 11U. VVJJ G ^N Lr• Lvv'T V•UJ^ Easement A Yeenent Agreement made this _day of January, 2004 by and between Bethany Assembly of God, a Massachwsetts religious corporation having a usual plane of business at 580 Main Street, Agawam, Massachusetts 01001 (hereinafter the"Church") and the City of Agawam, a municipal corporation duly established under the laws of the Commonwealth ofMassar wetts and located in the County of Hampden, with its principal office at 36 Main,Street, in said Agawam, Massachusetts (hereinafter the"City'. The Church is the owner of certain real estate with buildings and improvements thereon Mown and numbered as 590 Main Street, A6rawam, Hampden County, Massachusetts and Calabrese is the owner of an adjacent piece orproperty on Woodside Terrace,Agawam, Massachusetts. Reference is hereby made to a Plan entitled"Defiluitive Subdivision Agawaru, M,a%,%achusetts for(owner) Charles FL Calabrese, 10 Woodside Drive,Agawam,MA" - prepared by D.L. Bean, Inc. Surveyors and Engineem dated 9-04-2003 and recorded in the!;- Hampdcn County Registry or Deeds Book of Mans Page (hereinafllerl-he "Plan")." u For consideration of one dollar(S1-00)receipt o F which is hereby acknowledged , th Church hereby grants to the City the following described easement for public purposes in Agawam,Hampden County, Massachtasctts, to wit: r. rr •, N A 20 foot by 20 foot drainage easement shown on said Plan as"Proposed Easement for Draibige =400 S.F. the"Easement Area"). The rights conveyed hereunder are for drainage purposes to divert, direct and convey storm water to the area described and to an existing downstream wetland and watercourse on Church property. This permanent casement,with flowage rights, is for the purpose or constructing, repairing and ntiai.ntaining a storm drainage easement necessary (ter public convenience and health, over a parcel of land as previously described, saki casement and right of way over said parcel to be an casement to lay, operate and forever maintain a storm drainage systern,and to enter freely upon said parcel with such personnel, machinery, toobs and rather apparatus as is necessary to construct, alter repair, renew, inspect, and examine the same, and to do any and all other things reasonably necessary for construction and maintenance of said stone drainage system, and to place upon said land,material and apparatus during such construction,replacement and repair. IN WTTNl3SS WHEREOF,the parties hereto have executed this Easement Agreement as a sealed instrument as of the day and year first above written. WITNESS: Be "sembl of d B R. A 1(n, Jr. Chairman of Board of Tru L--) Duly Authorized City of Agawam BY: ennis B. Hopkins , Chairman Agawam Planning Board Charles R. Calabrese THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January 13, 2004 The personally appeared the above Bradford R. Martin, Jr. as Chairman of the Trustee Board of Bethany Assembly of God and acknowledged the foregoing instrument to be his free act and deed and the free act and deed of Bethany Assembly of God, before me, Notary Public My Commission expires: 13 0:7 2 THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. Max,ch 4, , 2004 The personally appeared the above named Dennis E. Hopkins --- and acknowledged the foregoing instrument . to be his/her free act and deed and the free act and deed of the City of Agawam, before me, r Pamela R. Edmunds Notary Public My Commission expires: June 4 , 2010 THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January 13, 2004 The personally appeared the above Charles R. Calabrese and acknowledged the foregoing instrument to be his free act and deed, before me, Notary Public 7 My Commission expiresi d7wl. ' 70 261 3 0 i COVENANT OF CHARLES R. CALABRESE AS TO BUFFER STRIP I, CHARLES R. CALABRESE, of 10 Woodside Drive, Agawam, Hampden County, Massachusetts, with regard to Lots 1,5,6,and 7 and the Southeasterly property line of Lot#4 as shown on a plan entitled "Definitive Subdivision -- Woodside Drive Estates" Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, Ma, Dated 9-04-2003, Revised 1-21-2004, & revised: 1-29-2004 & revised March 1, 2004 and is to be recorded herewith, hereby covenants that Lots 1,5,6 and 7 and the Southeasterly property line of Lot#4 each contain a permanent protected buffer strip as shown on said plan. No cutting of trees, clearing of brush, digging, filling in with sod or other debris or construction of buildings or other structures shall be allowed in the buffer strip. In addition, along the westerly side of property line of Lot#7 there shall be a 15' planted strip. The first 5' shall be planted with 4' to 5' arborvitae 5' on center. The remaining 10' shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. Along the westerly side of property fine of Lot#1 there shall be a 15' planted strip. This strip shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. This covenant runs with the land and is applicable to my successors and assigns including purchasors of said lots. Said lots being a portion of the land owned by Charles R. Calabrese as described in a deed recorded in the Hampden County Registry of Deeds in Bm)k 2727 Page 258. Witness my hand and seal this 5� ' day of March, 2004 —' - rr- Witness HARLE R. CALABRESE \w r 1"111� 1L LVV� 1L-lU 1 i\W!1-f I I I VL11V1\W1 iZ1J JV_fWXi7 IV IVV JJLI 1 +L L e �-r STORM 113RAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that CHARLES R. CALABRESL57of 10 Woodside Drive, Agawam, Massachusetts for the consideration of ONE DOLLAW ($1.00) and other good valuable and sufficient consideration received to its full' satisfaction of the TOWN OF AGAWAM, MASSACHUSETTS, a Municipal Cor{ duly established under the laws of the Commonwealth of Massachusetts and located at 36 Main Street, Agawam, County of Hampden, Massachusetts does give, grant, bargain, sell and confirm unto the said TOWN OF AGAWAM, MASSACHUSETTS, its successors and assigns forever, a perpetual right, privilege, authority and easement over the following parcel of land hereinafter.described for the purpose construction, repairing, and maintaining a drainage way or system and a storm drainage retention basin necessary for public convenience and health, not otherwise used of a public purpose and to lay, operate and forever maintain a drainage way, or system of drains and retention basin consisting of both underground and Surface facilities, and to enter freely upon said parcel with such machinery, tools and apparatus as is necessary to alter, repair, renew, inspect and examine the some, and to construct and maintain concrete masonry work, drains and other structures appurtenant thereto and to do any and all other things reasonable necessary for the construction and maintenance of said drainage way or system of drains and retention basin and to place upon said land, materials, and apparatus during such construction, maintenance, replacement or repair and to the right to cut, trim and remove any and all trees and shrubbery located within said parcel and to the right to alter the grade, elevation and slope of said parcel. The above described Storm Drain Easement is shown on a plan entitled 'Definitive Subdivision — Woodside Drive Estates", Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, MA Dated: 9-04-2003, Revised: 1-21-2004 & Revised: 1-29-2004, and recorded in the Hampden County Registry of Deeds Book of Plans ,Page Said parcel is bounded and described as follows: Beginning at a point in the northerly sideline of Woodside Drive, said paint marking the southeasterly comer of a Storm Drain Easement, said point being located N72-56-34W, along the northerly sideline of Woodside Drive, a distance of 6.42 feet from a point of curvature at the beginning of the cul-de-sac at the easterly teminimum of Woodside Drive, thence running N12-55-34VV, along the northerly sideline of Woodside Drive, for a distance of 20.09 feet to a point, thence running N22-19-53E for a distance of 101.08 feet to a point thence running N46- 26-18W for a distance of 88.00 feet to a point marking the northeastesty corner of Lot#1 and the southeasterly comer of other land of Charles R. Calabrese, the last two courses running through Lot#2 thence running N25-22-27E, along other land of Charles R. Calabrese, far a distance of 200.82 feet to a point marking the northwesterly comer of Lot#2, the northeasterly corner of other land of Charles R. Calabrese& the southwesterly comer of land now or formerly owned by the Bethany.Assembly of God Church, thence running S34-34-58E along land now or formerly owned by Bethany Assembly of God Churuh, for a distance of 109.84 feet to a point marking the northeasterly comer of Lot#2 &the northwesterly comer of Lot#3 thence running S22- 28-17W along the property line separating Lot#2 & Lot #3 for a distance of 271.67 feet t6o the point of beginning. TO HAVE AND TO HOLD the above granted rights, privileges, authority and easement unto the said Grantee, its successors and assigns forever, to its and their 8wn proper use and behoof. Witness my hand and seal this day of March, 2004 I Witness CHARLES R. CALABRESE i I STATE OF FLORIDA 9aW7' , ss: March I, 2004 On this dayof March, 2004, before me, the undersigned Not Public, g B+ personally appeared CHARLES R. CALABRESE proved to me through s tisfactory evidence of identification, which was M.4�a 5'76V60,2.Q , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purposes. -W"� Susanne H.SWding • My Commission DD29M a EV6*6apdf 21,2008 Cc iie ,fl.5r�i%<—, Wilry Public My Commission expires: IT WITNESS WHEREOF, the PLANNING BOARD OF THE TOW OF AGAWAM, has accepted the rights conveyed hereby and has signed and acknowledged this instrument and shall cause it to be recorded in the Registry of Deeds for Hampden County on behalf of the Town of Agawam, Massachusetts, this day of March, 2004. Town of Agawam (Planning Boa Ind) Witness By: i i 1 i COMMONWEALTH OF MASSACHUSETTS Hampden, ss: March y , 2004 On this t//'-"day of March, 2004, before me, the undersigned Notary Public, personally appeared .4)enn1s 15- of the Town of Agawam, Planning Board proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purposes. e a rt ,Notary Public My Commission expires: fuy,-k Y. y STATE OF FLORIDA , 4d , ss: March } , 2004 On this 9 day of March, 2004, before me, the undersigned Notary Public, personally appeared CHARLES R. CAL.ABRESE proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purposes. Notary Pu69 My Commission expires: ,y.2/-cpp AGAWAM LAIN DEPARTMENT MEMO oaten March 30, 2004 To: Planning Department cc: From City Solicitor, Thomas S. Locke M Woodside Drive Estates Easements/Covenant The recommended changes have been made to the easement documents as attached hereto. Please be sure that the three documents, (1) Easement Agreement, (2) Storm Drainage Easement, and (3) Covenant of Charles R. Calabrese as to Buffer Strip, are properly signed and notarized, and each document separately recorded in the Hampden County Registry of Deeds. Please call with any questions. Tom Locke 1 Easement Aareernent Agreement made this day of January, 2004 by and between Bethany Assembly of God, a Massachusetts religious corporation having a usual place of business at 580 Main Street, Agawam,Massachusetts 01001 (hereinafter the"Church") and the City of Agawam,a municipal corporation duly established under the laws of the Commonwealth of Massachusetts and located in the County of Hampden,with its principal office at 36 Main Street, in said Agawam, Massachusetts (hereinafter the"City"). The Church is the owner of certain real estate with buildings and improvements thereon known and numbered as 580 Main Street, Agawam, Hampden County,Massachusetts and Calabrese is the owner of an adjacent piece of property on Woodside Terrace, Agawam, Massachusetts. Reference is hereby made to a Plan entitled"Definitive Subdivision Agawam, Massachusetts for(owner) Charles R. Calabrese, 10 Woodside Drive,Agawam,MA" prepared by D.L. Bean, Inc. Surveyors and Engineer ;04-20 ded in the Hampden County Registry of Deeds Book of Plans , Page ereinafter the o "Plan"). Ford*consideration�the Church hereby grants to the City the flowing described easement for public purposes in Agawam, Hampden County, Massachusetts, to wit: A 20 foot by 20 foot drainage easement shown on said Plan as"Proposed Easement for Drainage=400 S.F. zE" ( the "Easement Area"). ,-�- C4 � fcr� The rights conveyed hereunder are for drainage purposes to/convey storm water to the area described and to an existing downstream wetland and watercourse on Church property. This permanent easement, with flows e i hts, is for the purpose of constructing,repairing and I0>k VA maintaining a storm drainage t�ce necessary for public convenience and health, over a parcel of land as previously described, said easement and right of way over said parcel to be an easement to lay, operate and forever maintain a storm drainage system, and to enter freely upon said parcel with such personnel,machinery, tools and other apparatus as is necessary to construct, alter repair, renew, inspect, and examine the same, and to do any and all other things reasonably necessary for construction and maintenance of said storm drainage system, and to place upon said land,material and apparatus during such construction,replacement and repair. IN WITNESS WHEREOF, the parties hereto have executed this Easement Agreement as a sealed instrument as of the day and year first above written. WITNESS: Bet Assembl of od B ad R. Wn, Jr. Chairman of Board of T Duly Authorized City of Agawam BY: 44 1? Charles R. Calabrese THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January 13, 2004 The personally appeared the above Bradford R. Martin, Jr. as Chairman of the Trustee Board of Bethany Assembly of God and acknowledged the foregoing instrument to be his free act and deed and the free act and deed of Bethany Assembly of God, before me, Notary Public My Commission expires: (p 13 0:5- 2 THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January , 2004 The personally appeared the above named and acknowledged the foregoing instrument to be his/her free act and deed and the free act and deed of the City of Agawam,before me, Notary Public My Commission expires: THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January , 2004 The personally appeared the above Charles R. Calabrese and acknowledged the foregoing instrument to be his free act and deed, before me, Notary Public My Commission expires: 3 Town of lk,gawam 36 Main Street Agawam, Massachusetts 01061-1837 ` Tel. 41.3-786-0400 Fax 413-786-9927 FAX COVER SHEET Fax Number (413) 786 9927 Date: `i- Originating Dept. TO: /" FROM: Gt Number of Pages Including Cover Sheet.- COMMENTS: f c( � Fax transmissions are solely for municipal purposes. Any personal or political use prohibited bylaw. rtrs—r r CeKJ` xa: S`+ F Kum;HI I �N "ii15f�Sy�11S r D=7869927 � r P:2"6 STORM DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that CHARLES R_ CALABRESE of 10 Woodside Drive, Agawam, Massachusetts for the consideration of ONE DOLLAR ($1.00) and other good valuable and sufficient consideration received to its full satisfaction of the TOWN OF AGAWAM, MASSACHUSET4-S, a Municipal Corporation duly established under the laws of the Commonwealth of Massachusetts and located at 36 Main Street, Agawam, County of Hampden, Massachusetts does give, grant, bargain, sell and confirm unto the said TOWN OF AGAWAM, MASSACHUSETTS, its successors and assigns forever, a perpetual right, privilege, authority and easement over the following parcel of land hereinafter described for the purpose construction, repairing, and maintaining a drainage way or system and a storm drainage retention basin necessary for public convenience and health, not otherwise used of a public purpose and to fay, operate and forever maintain a drainage way, or.system of drains and retention basin consisting of both underground and surface facilities, and to enter freely upon said parcel with such machinery, tools and apparatus as is necessary to alter, repair, renew, inspect and examine the same, and to construct and maintain concrete masonry work, drains and other structures appurtenant thereto and to do any and all other things reasonable necessary for the construction and maintenance of said drainage way or system of drains and retention basin and to place upon said land, materials, and apparatus during such construction, maintenance, replacement or repair and to the right to cut, trim and remove any and all trees and shrubbery located within said parcel and to the right to alter the grade, elevation and slope of said parcel- The above described Storm Drain Easement is shown on a plan entitled "Definitive Subdivision — Woodside Drive Estates", Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, MA Dated: 9-04-2003, Revised: 1-21-2004 & Revised: 1-29-2004, and ' recorded kopISM `rco-- WtvN-fee , Csan)j ��b Said parcel is bounded and described as follows: Beginning at a point in the northerly sideline of Woodside Drive, said point marking the southeasterly corner of a Storm Drain Easement, said point being located N72-56-34W, along the northerly sideline of Woodside Drive, a distance of 6.42 feet from a point of curvature at the beginning of the cul-de-sac at the easterly teminimum of Woodside Drive,thence running N72-56,14W. along the northerly sideline of Woodside Drive, for a distance of 20.09 feet to a point, thence running N22-19-53E for a distance of 101.08 feet to a point thence running N46- 26-18W for a distance of 88.00 feet to a point marking the northeasterly corner of Lot#1 and the southeasterly corner of other land of Charles R. Calabrese, the last two courses running through Lot#2 thence running N25-22-27E, along other land of Charles R- Calabrese, for a distance of 200.82 feet to a point marking the northwesterly comer of Lot#2, the northeasterly corner of other land of Charles R. Calabrese & the southwesterly corner of land now or formerly owned by the Bethany Assembly of God Church, thence running S34-34-58E along land now or formerly owned by Bethany Assembly of God Church, for a distance of 109.84 feet to a point marking the northeasterly comer of Lot#2 & the northwesterly comer of Lot#3 thence running S22- i • r�,o-�F 7r_Vvj t lb- L11 r Kup'I:H I l i NUN 141,5 tdf)J'1'1..5 �0:7869527 r-P'3/6 28-9 7W along the property fine separating Lot#2 & Lot#3 for a distance of 271.1i7 feet t6o the point of beginning. TO HAVE AND TO HOLD the above granted rights, privileges, authority and easement unto the said Grantee, its successors and assigns forever,to its and their own proper use and behoof. Witness my hand and seal this day of March, 2004 11 Kness _ - CHARLES R. CALABRESE -- COMMONWEALTH OF MASSACHUSETTS Hampden, ss: March , 2004 On this day of March, 2004, before me, the undersigned Notary Public, personally appeared CHARLES R. CALABRESE proved to me through satisfactory evidence of identitiGatiora, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that lie signed it voluntarily for its stated purposes_ RAYMOND W. GENDRON, Notary Public My Commission expires: 09-1 8-2009 IT WITNESS WHEREOF, the PLANNING BOARD OF THE TOWN OF AGAWAM, has accepted the rights conveyed hereby and has signed and acknowledged this instrument and shall cause it to be recorded in the Registry of Deeds for Hampden County on behalf of the `Cowry of Agawam, Massachusetts, this day of March, 2004. Town of Agawam (Planning Board) Witness�� — - - By: f 0:T1369927 P:4.6 r CCi`G 4-CUVJ`1 ib•1`f CKUI'I•H I f T �V[:UIY 1W1..}rFj`J'4�11.5 -. _- ...' COMMONWEALTH OF MASSACHUSETTS Hampden, ss: March . 2004 On this day of March, 2004, before me, the undersigned Notary Public, personally appeared of the Town of Agawam, Planning Board proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purposes. ,Notary Public My Commission expires: ­', � � �r�r�-* lv•i� rrtuii•r+iiiqKUN 1`•liJftf7e1113 Ll: (E3699�7 P:5/6 COVENANT OF CHARLES R. CALABRESE AS TO BUFFER STRIP 1, CHARLES R. CALABRESE, of il) Woodside Drive, Agawam, Hampden Cour}iy, Massachusetts, with regard to Lots 1,5,6,and 7 and the Southeasterly property dine of tot#4 as shown on a plan entitled 'Definitive Subdivision— Woodside Drive Estates" Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside drive, Agawam, Ma, Dated 9-04-2003, Revised 1-21-2004, & revised: 1-29-2004 and is to be recorded herewith, hereby covenants that Lots 1,5,6 and 7 and the Southeasterly property line of tot 94 each contain a permanent protected buffer strip as shown on said plan. No cutting of trees, clearing of brush, digging, filling in with sod or other debris or construction of buildings or other structures shall be allowed in the buffer strip. in addition, along the westerly side of property line of Lot#7 there shall be a 15' {planted strip. The first 5' shall be planted with 4' to 5' arborvitae 5' on rester. The remaining 10' shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. Along the westerly side of property line of Lot #1 them shall be a 15' planted strip. This strip Shall be planted in lawn. No construction of buildings or other. structures shall be allowed in this 15'strip. A restrictive covenant with this wording shall be recorded with the deed. This covenant runs with the land and is applicable to my successors and assigns including purchasors of said lots. Said lots being a portion of the land owned by Charles R. Calabrese as described in a deed recorded in the Hampden County Registry of Deeds in book 2727 Page 268. Witness my hand and seal this day of March, 2004 Witness CHARLES R• CALABRESE 0:7e59927 P:6/6 • �u-e i -eex-r 1[7.1`r rreui'i-M KU1V 1'+1.Sfti7d11.5 r• i COMMONWEALTH OF MASSACHUSETTS Hampden, ss: March , 2DQ4 On this day of March, 2004, before me, the undersigned Notary Pubic, personally appeared CHARLES R. CALABRESE proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purposes. RAYMOND W. GENDRON,Notary Public My Commission expires: 09-18-2000 PERFORMANCE AGREEMENT WOODSIDE DRIVE ESTATES LOTS 1 THRU 7 INCLUSIVE THIS AGREEMENT made by and between Charles R Calabrese,an individual, hereinafter called the DEVELOPER,having a usual place of business at 10 Woodside Drive,Agawam,Massachusetts 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 1 thru 7 inclusive as shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below: WOODSIDE DRIVE ESTATES DEFINITIVE SUBDIVISION AGAWAM,MASSACHUSETTS FOR:(OWNER)CHARLES R.CALABRESE D.L.BEAN,INC. DATE: 9-04-2003,UPDATED:3-1-04 SCALE 1"=40' HCRD BOOK PAGE AND WHEREAS,on January 29,2004 the PLANNING BOARD of the TOWN endorsed plans entitled: WOODSIDE DRIVE ESTATES DEFINITIVE SUBDIVISION AGAWAM,MASSACHUSETTS FOR:(OWNER)CHARLES R.CALABRESE DATE:9-04-2003,UPDATED: 3-1-04 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. A. Street and Roadwa,_y: 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 M1.01.0 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 M1.01.0 to such a depth of 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 AASTRO 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 401 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 1 Bituminous Concrete Type 1-1 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 Plaits 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 Systeuz"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 minirnurn 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. bong sweep elbows shall be used for all bends 11 1[2 degrees or greater. A cleanout shall be installed no further than 20 feet upstreamt of any 45 degree or 90 degree bead. 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 of the Massachusetts Standard Specifications. A special bedding of sand borrow conforming to M1.04.0 Type shall be well compacted around all PVC sewer pipe a minimum distance of 1 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 M 1.02.0(maximum stone size of 2 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 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 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 Stanch Specifications M4.05.1. Preformed bituminous joint filler shall conform to M3.05.3 and cement concrete brick for adjusting frarnes 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 necessary for air testing all sanitary sewer pipes. If leakage 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 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 determined by the Town Engineer. C. Di�inage: If any storm drains are to be connected to the TOWN drainage system,the DEVELOPER shall apply to the Superintendent of Public Works for a permit to connect to the public storm drains, and pay all fees and deposits required. Install reinforced concrete storm drain pipe conforming to Massachusetts Standard Specifications M5.01.1,of the size,class and at the lanes and grades shown on the Definitive Plans. Storm 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 storm drain connections shall be SDR41,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 M 1.04.0 Type b shall be well compacted around all PVC drain pipe a minimum distance of 1 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 M 1.02.0(maximuni stone size of 2 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 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 M4.05A. 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 reinforcement work shall conform to Section 901 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions indicated on the definitive 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 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 Engineer. D. Water install 8-inch Class 52 cement lined ductile iron water mains,or larger as shown on the Definitive PIans. Ductile iron pipe shall conform to Massachusetts Standard Specifications M5.05.3, Class 52. 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, NJ;or approved equal. Hydrants shall have a 5-inch 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 1l2 inch hose nozzles. One(1)additional 4 1/2 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 AWWA Specification C500,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-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 314 inch diameter. Where rock is encountered it shall be removed to a depth of 1 foot below the bottom of the pipe. Only granular material approved by the Town Engineer shall be used as backfilf in any trench excavation- 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 gavel subbase and 2 inch processed gravel base conforming to Massachusetts Standard Specifications M1.03.0 Type b,and M1.03.1 respectively,and said courses sluW 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 l 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 of M6.03.0. 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 r : 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 1/2 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 Warders. The DEVELOPER shall guarantee for one(1)full year that the trees remain alive and healthy. I. tClearing and_Gradjug: 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 of M6.03.1. 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 of M6.04.1 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 3:1 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 1"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. Exeavaions: All excavations within the street layout, and to dwellings shall be barricaded,protected, lighted at proper tunes,and promptly backfrlied 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. cams : 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- M. Protgetion of Natural Yeature: All natural features to be preserved shall be suitably protected by the s DEVELOPER during construction. The DEVELOPER shall notify the Tree Warden at least one(1) 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. gleaning 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. O. Monte : 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 of final inspection. Monuments nmd ng the street layout shall be granite or precast concrete bounds conforming to Massachusetts Specifications M4.04.8 or M4.06.1,set flush with finish grade. Iron pipe 1 1/2 inch diameter, schedule 40 galvanized,3 feet 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 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 oa-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, PERFORMANCE GUARANTEE: The DEVELOPER shall guarantee to the TOWN the faithful performance by the DEVELOPER within two(2)years 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 term of dus Agreement_ if the DEVELOPER faiils to perform the work within the 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 gay 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 damagees 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 fluids 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. I i i i i i 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 Hoard,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 executed in four(4) counter parts,each one of which shall be deemed an original this the _day of /Akt 20Q ATTEST: DEVELOPER: CHARLES R.CALABRESE Y ( ess to developer) i arles R.Calabrese,an individual ATTE TOWN TOWN OF AGAWAM,MASSACHUSETTS HARD TIT1<0 TOWN CLERK IN DATE: PROVE TOWN COUNSEL Page 7 of 8 Reviewer D. Dachos Date 9/30/03 Date reed 9 4 0 3 Dist. Date 9 L,j/D 3 Planning Board Public Hearing Date 1 0/2/0 3 Mandatory Date for Final Action 12J3/0.3 OFFICE OF PLANNING & COMMUNITY DEVELOPMENT DEFINITIVE PLAN REVIEW Name of Subdivision Woodside Drive Estates Location easterly end of Woodside Drive Name of Owner Charles R. Calabrese Address 10 Woodside Drive Telephone# Name of Applicant same Address Telephone# Engineer_ D L Bean, Inc _ Address 40 School. St . , Westfield Telephone# 562-7566 I. Preliminary Plan Approved Ap i t 3 , 2 0 0 3 II. Definitive Plan conforms with zoning regulations 0.K. 111. Notice filed with the Town Clerk (date) Sept . 4 , 2003 IV. Filing fee $4 5 0 .0 0 V. Contents of Application: A. Statement of Interest in land O.K. B. Attested copy of C. Updated Environmental Study Comment O.K. D. Final Plans 1. Title Sheet ( l" = 1200 ) Title sheet not provided. 2. Lot survey with road layout and lot lines O.K. a. Subdivision name,boundaries, north point,date and scale 0-K. b. Name and address of record owner, subdivider, and engineer or surveyor with stamp 0.K. c. Abutters as found on recent tax list 0.K. d. Existing and proposed limes of streets, ways, lots„ easements, and public common areas, new street names 0.K. e. Sufficient data to determine the location, direction and length of every street O.K. f. Location, names, and widths of streets bounding subdivision 0-K g. Signature block 0.K. 3. Topo sheet at 2' intervals, spot elevations,center line for road, spot elevations for septic systems, location of building and final grade Building locations not shown. Waiver request should be made. 4. Road la out and profiles (utilities and curb cuts) See Engineering comments . 5. Detail sheets See Engineering comments . E. Time development sequence Not provided. 1. Town utilities and services See Engineering comments . 2. Sale price and square footage Not provided. F. Soil borings O.K. G. Perc Test N.A. H. Two (2) sets of originals 1 five(S) sets of copies I. Number and type of requested waivers See attached. .. F LIST OF REQUESTED WAIVERS 1.) Allow the buffers to be as shown on the plate. _r 2.) Waive the requirement that sidewalks be installed. MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Definitive Plan -Woodside Drive Estates -Mylars DATE: March 1, 2004 Please review the attached mylars of the Woodside Drive Estates subdivision to be sure they are ready for the Board's signatures at their March 4' meeting. Thank you. DSD:pre o.L BEAN, INC. Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE JOB N11_ FAX5fi2-7�i5�6f6A March 1, 2004 FAX (413) 562.2091 ATTENTION TO RE: Chuck Calabrese "Woodside Drive Estates" WE ARE SENDING YOU IB Attached ❑ Under separate cover via the following items: 7 ❑ Shop drawings IX Prints CX Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order Do COPIES DATE NO. DESCRIPTION 1 3 Q1 04 5 Original - "Woodside Drive Estates" 1 3 O1 04 5 1 M lar Co - "Woodside Drive Estates" 3 3 MD 04 5 Blue Line Prints of Above THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑I As requested ❑ Returned for corrections ❑. Return corrected prints ❑ For review and comment ® Por Planning Board Endorsemsnt f] FORBIDS DUE L PRINTS RETURNER.AFTER`LO S REMARKS S in c er6W, COPY To SIGNED: If enclosures are not as noted,kindly notify us at once. David L. Bean, President TOWN OF AGAWAM INTEROFFICE - � z MEMORANDUMo �. To: Planning Dept. CC: John Stone, DPW Supt. ! File From: Engineering Date: Jan. 20, 2004 Subject: Woodside Drive Estates - Mylar plan set, drainage easement, covenant submission The Defuutive Subdivision plan titled, "Definitive Subdivision, Agawam, Massachusetts", Woodside Drive Estates, dated Revision 3-01-04, has been reviewed. The mylar set of plans appear to accurately depict all of Engineering's previous comments. The developer's submission of conveyance of the easement containing the proposed drainage system and detention pond also is satisfactory. The covenant refers to the 1/21104 revision of the plan. I recommend that the March 1, 2004 revision be utilized for this reference. The developer has not submitted a revised Detention Pond Restriction for Lot 2 Woodside Drive Estates which reflects comments by the Engineering Division. This restriction must be incorporated into the deed for this lot once it is sold. DPW would like the developer to submit a draft deed for this lot including the restriction. Please see the attached comments. Additionally, I have not seen a revised easement agreement signed by Mr. Calabrese, Bethany Assembly of God, and the Town of Agawam for drainage , flowage rights, adjacent to the subdivision on the church's property. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, Ge ganne J. oy P.E. To n Engin r Enclosure - PV TowN OF AGAWAM INTEROFFICE T al, MEMORANDUM To: planning Dept. CC: John P. Stone, DPW Supt. I File From: Georganne J. Hoyman, Engineering Date: Jan. 30, 2004 Subject: Woodside Drive Estates - Drainage Easement and Lot 2 Deed Restrictions The developer of Woodside Drive Estates has submitted a revised draft drainage easement for land owned by Bethany Assembly of God and Lot 2 restrictions pertaining to the detention pond for the Town's review. The drainage easement description is acceptable. Attached are revisions I would like to see for the Lot 2 deed restrictions. Tom Locke has approved the drainage easement description and the revised Lot 2 deed restrictions. i will forward copies of the revisions to C. Calabrese_ Sincerely, A-,t� / � G ganne JMoynidn, P.E. T n Engineer Enclosure - Draft Easement SAsubdivlWoodside Drive Estateslmemos112 Requ Law Review 1-21-04.wpd Detention Pond Restriction - revised by DPW 1/29/04 Lot 2 Woodside Drive Estates Granting to the Town of Agawam, a perpetual right, privilege, authority, and easement for the purpose of constructing, repairing, inspection, and/or maintenance of a detention pond on the premises necessary for public convenience and health and to enter into said land with such equipment, machinery, tools, and apparatus as is necessary to alter, repair and maintain said detention pond,and the Grantee, its successors and assigns hereby agrees to not cause or permit the same to become clogged or any water flow into or through the same to be impeded by debris, siltation, vegetation (in excess of what is needed to control erosion), the placement of any structure or otherwise; nor shall the owner cause or permit any condition to exist, such as loss of suitable ground cover, which would contribute to the erosion or siltation of the drainage channel Maintenance shall include mowing of grassed areas a minimum of 2 times per year (June and October). Nor shall the Grantee contribute to non-stormwater discharges from the outlet of the detention pond, including but not limited to yard wastes, animal wastes,pesticides, herbicides,fertilizers, and hazardous substances • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 D MP `A Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department Attorney Thomas S. Locke, Town Solicitor FROM: Planning Board SUBJECT: Easements - Woodside Drive Estates - Calabrese DATE: March 1, 2004 Please review the attached easements for Mr. Calabrese's Woodside Drive Estates subdivision at your earliest convenience and notify this office if they are acceptable or need changes. Thank you. DSD:pre FEB-27-2004 16:14 FROM:ATTY GENDRDN 14137890113 _ — T0:7869927 — — P:1/6 @9b Spdng6eld Street Feeding Kits,MA o1om � + . � ' � a Tel: 1413)7892914 W. Fax:(413)-(B9-0113 Fax To: Planning Dept @ Town of Agawam Froew Laurie Fax: (413)7W9927 Pages; 5 precluding cover sheet) Plea (413) locate± 02127/04 Re: Charles R- Calabrese CC: Urgent _For Review_ Please Cownment _Please Reply ____ Please Rec:ytb Enclosed herewith please find a copy of the easement and covenant whiC;h we have also faxed over to Attorney Locke for his re+riew. IF YOU DO NOT RECEIVE ALL THE PAGES,PLEASE CONTACT THIS OFFICE AS SOON AS POSSIBLE_ She documents accompanying this telecopy transmission Contain tnforrr►ation from the law office of Raymond W.Gendron,which Is confidential or prlviledged. This information is intended to be for the use of the addressed individual or entity. If you are not the intended recipient,be aware that any disclosure,copying.distribution or use of the contents of this telecopied information is prohbited_ If you have received this information in envr,please notify us by telephone immedately so that we can arrange for the rebleval of the documents, FEB-27-aOO4 16:14 FRDM:RTTY GENDRDN 14137690113 To=7B69927 P=2`6 STORM DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that CHARLES R. CALABRESE of 10 Woodside Drive, Agawam, Massachusetts for the consideration of ONE DOLLAR ($1.00) and other good valuable and sufficient consideration received to its full satisfaction of the TOWN OF AGAWAM, MASSACHUSETTS, a Municipal Corporation duly established under the laws of the Commonwealth of Massachusetts and located at 36 Main Street, Agawam, County of Hampden, Massachusetts does give,grant, bargain, sell and confirm unto the said TOWN OF AGAWAM, MASSACHUSETTS, its successors and assigns forever, a perpetual right, privilege, authority and easement over the following parcel of land hereinafter described for the purpose construction, repairing, and maintaining a drainage way or systern and a storm drainage retention basin necessary for public convenience and health, not otherwise used of a public purpose and to lay, operate and forever maintain a drainage way, or system of drains and retention basin consisting of both underground and surface facilities, and to enter freely upon said parcel with such machinery, tools and apparatus as is necessary to alter, repair, renew, inspect and examine the same, and to construct and maintain concrete masonry work, drains and other structures appurtenant thereto and to do any and all other things reasonable necessary for the construction and maintenance of said drainage way or system of drains and retention basin and to place upon said land, materials, and apparatus during such construction, maintenance, replacement or repair and to the right to cut, trim and remove any and all trees and shrubbery located within said parcel and to the right to alter the grade, elevation and slope of said parcel_ The above described Storm Drain Easement is shown on a plan entitled "Definitive Subdivision ---Woodside Drive Estates", Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, MA Dated: 9-04 2003, Revised: 1-21-2004 & Revised: 1-29-2004, and is to be recorded herewith. Said parcel is bounded and described as follows: Beginning at a point in the northerly sideline of Woodside Drive, said point marking the southeasterly comer of a Storm Drain Easement, said point being located N72-56-34W, along the northerly sideline of Woodside Drive, a distance of 6.42 feet from a point of curvature at the beginning of the cul-de-sac at the easterly teminimurn of Woodside Drive. thence running N72-56-, W, along the northerly sideline of Woodside Drive, for a distance of 20.09 feet to a point, thence running N22-19-53E for a distance of 101.08 feet to a point thence running N46- 26-18W for a distance of 88.00 feet to a point marking the northeasterly corner of Lot#1 and the southeasterly corner of other land of Charles R, Calabrese, the last two courses running through Lot#2 thence running N25-22-27E, along other land of Charles R_ Calabrese, for a distance of 200.82 feet to a point marking the northwesterly comer of Lot #2, the northeasterly corner of other land of Charles R. Calabrese 8 the southwesterly corner of land now or formerly owned by the Bethany Assembly of God Church, thence running S34�4-58E along land now or formerly owned by Bethany Assembly of God Church, for a distance of 109.84 feet to a point marking the northeasterly comer of Lot#2 & the northwesterly corner of Lot#3 thence running S22- FEES-27-2004 16:14 FROM:RTTY GENDRON 14137890113 0TD:7869927 ^P:3/6 - - 28-17W along the property line separating Lot#2 & Lot#3 for a distance of 271.67 feet t6o the point of beginning. TO HAVE AND TO HOLD the above granted rights, privileges, authority and easement unto the said Grantee, its successors and assigns forever. to fts and their own proper use and behaof. Witness my hand and seal this day of March, 2004 Witness CHARLES R. CALABRESE COMMONWEALTH OF MASSACHUSETTS Hampden, ss: March , 2004 On this day of March, 2004, before me, the undersigned Notary Public, personally appeared CHARLES R. CALA13 RESE proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purposes_ RAYMOND W. GENDRON, Notary Public My Commission expires: 09-18-2009 IT WITNESS WHEREOF, the PLANNING BOARD OF THE TOWN OF AGAWAM, has accepted the rights conveyed hereby and has signed and acknowledged this instrument and shall cause it to be recorded in the Registry of Deeds for Hampden County on behalf of the Town of Agawam, Massachusetts, this day of March, 2004. Town of Agawam (Planning Board) Witness By: FER-27-2004 16: 14 FROM:ATTY GENDRON 14137990113 717:7B69927 P:4/6_ _ 6 COMMONWEALTH OF MASSACHUSETTS Hampden, ss: March , 2004 On this day of March, 2004, before me, the undersigned Notary Public, Personally appeared of the Town of Agawam, Planning Board proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purposes. ,Notary Public My Commission expires. F"ES-27-2004 16:14 FROM:ATTY GENDRON 14137890113 TO:7969927 — � P 5/6 COVENANT OF CHARLES R. CALABRESE A5 TO BUFFER STRIP 1, CHARLES R. CALABRESE, of 10 Woodside Drive, Agawam, Hampden County, Massachusetts, with regard to Lots 1,5,6,and 7 and the Southeasterly property line of Lot 94 as shown on a plan entitled `Definitive Subdivision — Woodside Drive Estates" Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, Ma, Dated 9-04-2003, Revised 1-21-2004, & revised: 1-29-2004 and is to be recorded herewith, hereby covenants that Lots 1,5,6 and 7 and the Southeasterfy property line of Lot 94 each contain a permanent protected buffer strip as shown on said plan. No cutting of trees, clearing of brush, digging, filling in with sod or other debris or construction of buildings or other structures shall be allowed in the buffer strip. in addition, along the westerly side of property line of Lot#7 there shall be a 15' planted strip. The first 5' shall be planted with 4' to 5' arborvitae 5' on renter. The remaining 10' shall be planted in lawn. No construction cf buildings or other structures shall be allowed in this 15' strip_ A restrictive covenant with this wording shall be recorded with the deed. Along the westerly side of property line of Lot #'I there shall be a 15' planted strip. This strip shall be planted in lawn_ No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. This covenant runs with the land and is applicable to my successors and assigns including purchasors of said lots. Said tots being a portion of the land owned by Charles R. Calabrese as described in a deed recorded in the Hampden County Registry of Deeds in Book 2727 Page 258. Witness my hand and seal this day of March, 2004 Witness CHARLES R. CALABRESE FEE-27-2004 16:14 FROM:ATTY f'ENDRON 14137890113 TD:7869927 COMMONWEALTH OF MASSACHUSETTS Hampden, ss; Man;h , 2004 On this day of March, 2004, before me, the undersigned Notary Public, personally appeared CHARLES R. CAILABRESE proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowfedged to me that he signed it voluntarily for its stated purposes. RAYMOND W. GENDRON, Notary Public My Commission expires: 09-18-2009 Town of Agawam +� 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 February 10, 2004 Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 Dear Mr. Calabrese: -- At its duly called meeting held on January 29,2004, the Agawam Planning Board voted to approve the Definitive Subdivision Plan entitled"Woodside Drive Estates,Definitive Subdivision,Agawam, Massachusetts, For: (Owner) Charles R. Calabrese, 10 Woodside Drive, Agawam, MA"prepared by D. L. Bean, Inc. and dated September 4, 2003, revised January 29, 2004 with the following conditions: 1. All comments contained in the memo from the Engineering Department dated January 29, 2004 and attached must be addressed. 2. All executed easements must be received. 3. An executed Performance Agreement and covenant must be received. 4.. No additional lots can be created without amendment to the Definitive Plan as required in Chapter 41 M.G.L.. In other business, the Planning Board took the following action on the requested waivers: 1. Section 159-7 C (4) (d) which requires the general location of proposed buildings shall appear on the Definitive Plan along with the finished grade of the land at the four comers of the house to be replaced with the submission of individual grading plans which must be approved by the Engineering Department prior to the issuance of a Building Permit. The new procedure for submitting grading plans must be followed. 2. Section 159-23 A which requires that a concrete sidewalk be constructed on both sides of each subdivision street to be replaced with the construction of a Y wide • 0 concrete sidewalk on both sides of the new street from Lot#1 to Lot V. 3. Section 159-31 C which requires that there be a buffer strip not to exceed thirty(30) feet to be replaced as follows: ■ Along the rear of Lots 5, 6 and 7 and the southeasterly property line of Lot#4 there shall be a 15' permanently protected buffer which shall conform with the requirements as set forth in Section 159-23 A. u Along the westerly side property Iine of Lot#7 there shall be a 15'planted strip. The first 5' shall be planted with 4'to 5' arborvitae 5'on center. The remaining 10'shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. ■ Along the westerly side property line of Lot ##1 there shall be a 15' planted strip. This strip shall be planted in lawn. No construction of buildings or other structures shall be allowed in this 15' strip. A restrictive covenant with this wording shall be recorded with the deed. Two full sets of original plans shall be submitted to the Planning Board for its signatures. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Chairman Rs.� Agawam Planning Board cc: Clerk D.L. Bean, Inc. Engineering Building File TOWN OF AGAR 0 INTEROFFICE y� MEMORANDUM To: Planning Dept. - CC: John Stone, DPW Supt. I File ]From: Engineering :g JAN 2 9 r.. Date: Jan. 29, 2004 Subject: Woodside Drive Estates - Review Comme 4��.k} Y �: >r in,_ The Definitive Subdivision plan titled, "Definitive Subdivision, Agawam, ]Massachusetts", dated Revision 1 29-04, has been reviewed. The following items remain to be resolved. The previous comments have been substantially met. 1. The final plan set must specify the type and manufacture of the outlet hood structure.. 2. Draft New Lot Grading Plan Procedure - The draft procedure will be finalized in the near future. 3. Drainage Easement - A new draft easement been submitted for Engineering and Law Dept. review which must be finalized in the near future. 4. N.O.I. Amendment - The developer will be required to request an amendment to the N.O.I. with the Conservation Conin fission if Planning Board approval is received. The amendment must reflect the revisions in the detention pond structure and erosion control measures specified in the plan. 5. Lot 2 Sample Deed Language - The developer has submitted sample language for review that will be placed in the deed of Lot 2 pertaining to the maintenance of the detention pond that is required by the future owner. This review will take place in the near future. 6. Pre-Construction Conference - 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. At that time, the developer must submit a courtesy copy of the Storm Water Pollution Prevention Plan which has been prepared in order to comply with the EPA's NPDES Construction Phase Stormwater Permit for all land disturbing activities exceeding the one acre threshold. 7. Sewer Extention Permit - If the Definitive Subdivision Plan is approved, the proposer must apply for a ,Sewer Extension Permit with Mass. D.E.P.. Construction may not commence on the sanitary sewer until DPW Engineering receives a copy of the permit approval by D.E.P.. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, t Goo ganne 04oynmn, f.E. Wwn Engineer Enclosure - Closure Analysis, Draft Lot Grading Plan Procedure, Draft Easement SAsubdiAWoodside Drive Estateslmemosl12 Review memo Jan 29 64.wpd KNOW ALL MEN BY THESE PRESENTS, that, I CHARLES R. CALABRESE of 10 Woodside Drive, Agawam,Hampden County, Massachusetts, for consideration paid, and in full consideration of grant to of WITH QUITCLAIM COVENANTS Certain real estate situate in AGAWAM, Hampden County,Massachusetts,being known and designated as Lot 42 (two) as shown on a plan entitled"Definitive Subdivision—Woodside Drive Estates", Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam,MA Dated: 9-04-2003, Revised: 1-21-2004&Revised: 1-29-2004,which plan is recorded in the Hampden County Registry of Deeds, Book of Plans , Page , to which plan reference is hereby made for a more particular description. Lot 2 Woodside Drive contains 31,145 S.F. of land according to said plan. SUBJECT TO Storm Drainage Easement to Town of Agawam dated and recorded in the Hampden County Registry of Deeds in Book Page Granting to the Town of Agawam, a perpetual right,privilege, authority, and easement for the purpose of constructing, repairing, inspection, and/or maintenance of a detention pond on the premises necessary for public convenience and health and to enter into said land with such equipment, machinery, tools and apparatus as is necessary to alter,repair and maintain said detention pond, and the Grantee, its successors and assigns hereby agrees to not cause or permit the same to become clogged or any water flow into or through the same to be impeded by debris, siltation,vegetation(in excess of what is needed to control erosion), the placement of any structure or otherwise; nor shall the owner cause or permit any condition to exist, such as loss of suitable ground cover, which would contribute to the erosion or siltation of the drainage channel. Maintenance shall include mowing of grassed areas a minimum of 2 times per year(June and October). Nor shall the Grantee contribute to non-stormwater discharges from the outlet of the detention pond, including but not limited to yard wastes, animal wastes,pesticides,herbicides, fertilizers, and hazardous substances. BEING a portion of the premises conveyed to the grantors herein by deed of and recorded in the Hampden County Registry of Deeds,Book Page Witness my hand and seal this day of March,2004. CHARLES R.CALABRESE STATE OF FLORIDA ss: March g , 2004 On this day of March, 2004, before me, the undersigned Notary Public,personally appeared CHARLES R. CALABRESE proved to me through satisfactory evidence of identification, which was/ ¢/,,d S15 04-eWa ,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purposes. scanner H. My Commie m©DYOM ^ Apra!21,zoos / ,N Public My Commission expires: .21_OF KNOW ALL MEN BY THESE PRESENTS,that, I CHARLES R. CALABRESE of 10 Woodside Drive, Agawam,Hampden County, Massachusetts, for consideration paid, and in full consideration of grant to of WITH QUITCLAIM COVENANTS Certain real estate situate in AGAWAM,Hampden County,Massachusetts, being known and designated as Lot#2 (two) as shown on a plan entitled"Definitive Subdivision Woodside Drive Estates",Agawam, Massachusetts, for Charles R. Calabrese, 10 Woodside Drive, Agawam, MA Dated: 9-04-2003, Revised: 1-21-2004 & Revised: 1-29-2004, which plan is recorded in the Hampden County Registry of Deeds,Book of Plans ,Page , to which plan reference is hereby made for a more particular description. Lot 2 Woodside Drive contains 31,145 S.F. of land according to said plan. SUBJECT TO Storm Drainage Easement to Town of Agawam dated and recorded in the Hampden County Registry of Deeds in Book Page Granting to the Town of Agawam, a perpetual right, privilege, authority, and easement for the purpose of constructing, repairing, inspection, and/or maintenance of a detention pond on the premises necessary for public convenience and health and to enter into said land with such equipment,machinery,tools and apparatus as is necessary to alter,repair and maintain said detention pond, and the Grantee, its successors and assigns hereby agrees to not cause or permit the same to become clogged or any water flow into or through the same to be impeded by debris, siltation, vegetation (in excess of what is needed to control erosion), the placement of any structure or otherwise; nor shall the owner cause or permit any condition to exist, such as loss of suitable ground cover, which would contribute to the erosion or siltation of the drainage channel. Maintenance shall include mowing of grassed areas a minimum of 2 times per year(June and October). Nor shall the Grantee contribute to non-stormwater discharges from the outlet of the detention pond, including but not limited to yard wastes, animal wastes,pesticides, herbicides, fertilizers, and hazardous substances. 0 BEING a portion of the premises conveyed to the grantors herein by deed of and recorded in the Hampden County Registry of Deeds,Book Page Witness my hand and seal this day of March, 2004. U � �A — CHARLES RES COMMONWEALTH OF MASSACHUSETTS Hampden, ss: March , 2004 On this day of March, 2004,before me,the undersigned Notary Public,personally appeared CHARLES R. CALABRESE proved to me through satisfactory evidence of identification,which was ,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purposes. RAYMOND W. GENDRON,Notary Public My Commission expires: 09-18-2009 • i TOWNF AGAWAM� INTEROFFICE Ze met MEMORANDUM n�P� To: Planning Dept. CC: John P. Stone, DPW Supt. / File From: Georganne J. Hoyman, Engineering Date: Jan. 30, 2004 Subject: Woodside Drive Estates - Drainage Easement and Lot 2 Deed Restrictions The developer of Woodside Drive Estates has submitted a revised draft drainage easement for land owned by Bethany Assembly of Go&and Lot 2.restrictions pertaining to the detention pond for the Town's review. T c drainaw.eamnent description-is acceptable. Attached are revisions I would like to see for the Lot 2 deed restrictions. Tom Locke bas approved the drainage easement description and the revised Lot 2 deed restrictions. I will forward copies of the revisions to C. Calabrese. Sincerely, AzvL.-,.- b#rganne J oyrn , P.E. T wn Engineer Enclosure - Draft Easement SAsubdiv\Woodside Drive Estateslmemos112 Requ Law Review 1-21-04.wpd ,r S fid 3 29Z4 0 0 Detention Pond Restriction -revised by DPW 1/29/04 Lot 2 Woodside Drive Estates Granting to the Town of Agawam, a perpetual right, privilege, authority, and easement for the purpose of constructing, repairing, inspection, and/or maintenance of a detention pond on the premises necessary for public convenience and health and to enter into said land with such equipment, machinery, tools, and apparatus as is necessary to alter, repair and maintain said detention pond,and the Grantee, its successors and assigns hereby agrees to not cause or permit the same to become clogged or any water low into or through the same to be impeded by debris, siltation, vegetation (in excess of what is needed to control erosion), the placement of any structure or otherwise;nor shall the owner cause or permit any condition to exist,such as loss of suitable ground cover, which would contribute to the erosion or siltation of the drainage channel. Maintenance shall include mowing of grassed areas a minimum of 2 times per year (June and October). Nor shall the Grantee contribute to non-stormwater discharges from the outlet of the detention pond, including but not limited to yard wastes, animal wastes,pesticides, herbicides,.fertilizers, and hazardous substances. Easement Aereement Agreement made this day of January, 2004 by and between Bethany Assembly of God, a Massachusetts religious corporation having a usual place of business at 580 Main Street, Agawam,Massachusetts 01001 (hereinafter the"Church")and the City of Agawam,a municipal corporation duly established under the laws of the Commonwealth of Massachusetts and located in the County of Hampden, with its principal office at 36 Main Street, in said Agawam, Massachusetts (hereinafter the"City"). The Church is the owner of certain real estate with buildings and improvements thereon known and numbered as 580 Main Street, Agawam, Hampden County,Massachusetts and Calabrese is the owner of an adjacent piece of property on Woodside Terrace,Agawam, Massachusetts. Reference is hereby made to a Plan entitled "Definitive Subdivision Agawam, Massachusetts for(owner) Charles R. Calabrese, 10 Woodside Drive,Agawam,MA" prepared by D.L. Bean, Inc. Surveyors and Engineers dated 9-04-2003 and recorded in the Hampden County Registry of Deeds Book of Plans ,Page (hereinafter the "Plan" For no consideration the Church hereby grants to the City the.floes ingNdescribed easement for public purposes in Agawam, Hampden County, Massachusetts, to wit: A 20 foot by 20 foot drainage easement shown on said Plan as "Proposed Easement for Drainage=400 S.F. the "Easement Area"). The rights conveyed hereunder are for drainage purposes to convey storm water to the area described and to an existing downstream wetland and watercourse on Church property. This permanent easement, with flowage rights, is for the purpose of constructing, repairing and maintaining a storm drainage conveyance necessary for public convenience and health, over a parcel of land as previously described, said easement and right of way over said parcel to be an easement to lay, operate and forever maintain a storm drainage system, and to enter freely upon said parcel with such personnel, machinery, tools and other apparatus as is necessary to construct,alter repair,renew, inspect, and examine the same, and to do any and all other things reasonably necessary for construction and maintenance of said storm drainage system, and to place upon said land,material and apparatus during such construction, replacement and repair. IN WITNESS WHEREOF, the parties hereto have executed this Easement Agreement as a sealed instrument as of the day and year first above written. y WITNESS: Be Assembl of od B ad R. n, Jr. Chairman of Board of Tru Duly Authorized City of Agawam BY: Charles R. Calabrese THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January 13, 2004 The personally appeared the above Bradford R. Martin, Jr. as Chairman of the Trustee Board of Bethany Assembly of God and acknowledged the foregoing instrument to be his free act and deed and the free act and deed of Bethany Assembly of God, before me, Notary Public My Commission expires: (s 3l O: 2 THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January , 2004 The personalty appeared the above named and acknowledged the foregoing instrument to be his/her free act and deed and the free act and deed of the City of Agawam, before me, Notary Public My Commission expires: THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January 92004 The personally appeared the above Charles R. Calabrese and acknowledged the foregoing instrument to be his free act and deed, before me, Notary Public My Commission expires: 3 TowN OF AGAWAM INTEROFFICE _ - mP . z MEMORANDUMA To: Planning Dept.:' - CC: John Stone, DPW Supt. / File From: Engineering Date: Jan. 29, 2004 Subject: Woodside Drive Estates - Review Cornmets°'49i 5 The Definitive Subdivision plan titled, "Definitive Subdivision, Agawam, Massachusetts", dated Revision 1-29-04, has been reviewed. The following items remain to be resolved. The previous comments have been substantially met. 1. The final plan set must specify the type and manufacture of the outlet hood structure. 2. Draft New Lot Grading Plan Procedure - The draft procedure will be finalized in the near future. 3. Drainage Easement - A new draft easement been submitted for Engineering and Law Dept. review which must be finalized in the near future. 4. N.O.I. Amendment - The developer will be required to request an amendment to the N.Q.I. with.the Conservation Commission if Planning Board approval is received. The amendment must reflect the revisions in the detention pond structure and erosion control measures specified in the plan. 5. Lot 2 Sample Deed Language - The developer has submitted sample language for review that will be placed in the deed of Lot 2 pertaining to the maintenance of the detention pond that is required by the future owner. This review will take place in the near future. 6. Pre-Construction Conference -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. At that time, the developer must submit a courtesy copy of the Storm Water Pollution Prevention Plan which has been prepared in order to comply with the EPA's NPDES Construction Phase Stormwater Permit for all land disturbing activities exceeding the one acre threshold. 7. Sewer Extention Permit - If the Definitive Subdivision Plan is approved, the proposer must apply for a Sewer Extension Permit with Mass. D.E.P.. Construction may not commence on the sanitary► sewer until DPW Engineering receives a copy of the permit approval by D.E.P.. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, C�. ganne J.44oyman, .E. Town Engineer Enclosure - CIosure Analysis, Draft Lot Grading Plan Procedure, Draft Easement SAsubdivMoodside Drive Estateslmemos112 Review memo Jan 29 04.wpd Land Co Ni=tents Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE JDH NO. (413) 562-7566 January 15 2004 FAX (413) 562.2091 "77ZNTION TO RE:Georganne Homan, Town Engineer "Woodside Drive Estates" for Charlie Calabrese WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings 0 Prints D Plans ❑ Samples ❑ Specifications E� Copy of letter El Change order G COPIES DATE NO. DESCRIPTION 1 1-13-04 3 Easement Agreement 1 Jan. '04 1 Construction Schedule THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints EX For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Georganne: These were provided by Calabrese and are in answer to items 3. and 12.d. in your comments of 1-12-0.4. The other items are being worked on at this time. `�';is 6 i Sine COPY TO Plannin& Department SIGNED: ffencioa w ary rmt ss naW,kh7ft noW as steam David L. Beau, President Easement Azreement Agreement made this day of January, 2004 by and between Bethany Assembly of God, a Massachusetts religious corporation having a usual place of business at 580 Main Street, Agawam, Massachusetts 01001 (hereinafter the"Church") and the City of Agawam, a municipal corporation duly established under the laws of the Commonwealth of Massachusetts and located in the County of Hampden, with its principal office at 36 Main Street, in said Agawam, Massachusetts(hereinafter the"City"). The Church is the owner of certain real estate with buildings and improvements thereon known and numbered as 580 Main Street, Agawam, Hampden County, Massachusetts and Calabrese is the owner of an adjacent piece of property on Woodside Terrace, Agawam, Massachusetts. Reference is hereby made to a Plan entitled"Definitive Subdivision Agawam,, Massachusetts for(owner) Charles R Calabrese, 10 Woodside Drive, Agawam,MA" prepared by D.L. Bean, Inc. Surveyors and Engineers dated 9-04-2003 and recorded in the Hampden County Registry of Deeds Book of Plans , Page (hereinafter the "Plan" For no consideration the Church hereby grants to the City the flowing described easement for public purposes in Agawam, Hampden County, Massachusetts,to wit: A 20 foot by 20 foot drainage easement shown on said Plan as "Proposed Easement for Drainage= 400 S.F. f" ( the "Easement Area"). The rights conveyed hereunder are for drainage purposes to convey storm water to the area described and to an existing downstream wetland and watercourse on Church property. This permanent easement, with flowage rights, is for the purpose of constructing, repairing and maintaining a storm drainage conveyance necessary for public convenience and health, over a parcel of land as previously described, said easement and right of way over said parcel to be an easement to lay, operate and forever maintain a storm drainage system, and to enter freely upon said parcel with such personnel, machinery, tools and other apparatus as is necessary to construct, alter repair, renew, inspect, and examine the same, and to do any and all other things reasonably necessary for construction and maintenance of said storm drainage system, and to place upon said land, material and apparatus during such construction, replacement and repair. IN WITNESS WHEREOF, the parties hereto have executed this Easement Agreement as a sealed instrument as of the day and year first above written. WITNESS: Bet Assembl of od BJegbrlr c R. Wp,Jr- Chairman of Board of Tru4C*r----) Duly Authorized City of Agawam BY: -14 R Charles R. Calabrese THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January 13, 2004 The personally appeared the above Bradford R. Martin, Jr. as Chairman of the Trustee Board of Bethany Assembly of God and acknowledged the foregoing instrument to be his free act and deed and the free act and deed of Bethany Assembly of God, before me, Notary Public My Commission expires: 4J 2 THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January , 2004 The personally appeared the above named _ and acknowledged the foregoing instrument to be his/her free act and deed and the free act and deed of the City of Agawam, before me, Notary Public My Commission expires: THE COMMONWEALTH OF MASSACHUSETTS Hampden, ss. January 22004 The personally appeared the above Charles R Calabrese and acknowledged the foregoing instrument to be his free act and deed,before me, Notary Public My Commission expires: 3 CALABRESE CONSTRUCTION COMPANY 15 Woodside Drive Agawam, MA 01001 Construction Schedule: Woodside Drive Estates Starting Date February 1, 2004 Start installing all sewer,water and drain lines. March 1,2004 Test all water and sewer lines. Cut out street to rough gmde and plane bond. Mash 20,2004 Pull first two permits and dig cellar holes. April 15,2004 Haul gravel in and Lane Conshuction will put down base coat. May 25,2004 Sidewalks and curbs will be done. September 1,2004 All seven houses will be constructed and closed on. Will ask for partial bond release. April 15,2005 Will ask for full bond release after topcoat is completed. Calabrese Construction Company F.O. Box 582 Agawam,MA 01001 January 13,2004 Town ofAgawam 36 Main Street Agawam,MA 01001 Attn:Planning Board Re;Woodside Drive Estates We are requesting permission to clear trees on Woodside Drive, D. L Bean will stake out the center line and we will only cut trees with in the road easement. Thank you for your consideration in this matter. Sincerely, (�� Charles A. Calabrese 1 •f`. 1. r e TOWN of AGAWAM . INTEROFFICE - �N MEMORANDUM u °`1 To: Planning Dept. CC: John Stone, DPW Supt. 1 File From: Engineering Date: Jan. 12, 2004 r : , k . r r;} Subject: Woodside Drive Estates - Review Comments The Definitive Subdivision plan titled, "Definitive Subdivision, Agawam, Massachusetts", dated Revision 12-30-03, has been reviewed. The following are additional comments on the revisions which must be addressed. If not noted here, previous comments have been satisfactorily addressed by the proposer's engineer. 1. Subdivision Layout - Additional information must be shown on sheet 1 which depicts the layout of the subdivision. a. Please add inset details which depict the proposed bearing of the 2' offset of streetline between the existing and new right of way layout for Woodside Drive. b. Also, more information must be shown depicting the existing right of way layout for Woodside Drive and Samuel St.. Bearing and distances must be shown to existing street line monumentation such that the new public way layout can be integrated into the existing layouts. c. Subdivision Closure - Please see the attached closure analysis of the subdivision. It appears that there is a discrepancy which must be resolved. 2. Draft New Lot Grading Plan Procedure - The attached Draft Lot Grading Plan Procedure includes a listing of the minimum information which will be required in all future lot grading plans. Step 2 involves the Owner 1 Builder Sign-Off must be followed for each of the lots requiring grading plans. The white form will not be forwarded from DPW to the Building Department until this process is complete. This draft procedure is being reviewed by other City Departments, thus it may change in the future. r 3. Drainage Easement- Engineering has reviewed the drainage easement given to Mr. Calabrese by the abutting property owner, Bethany Assembly of God, and the second submittal. The easement must be given to both Mr. Calabrese and the City of Agawam. Also, additional language must be added to allow Mr Calabrese and the City to enter the easement for the construction of the slope stabilization measures, erosion and sediment control measures, and future inspections and maintenance of the slope, and to allow stormwater from the future public way to drain onto the abutter's land. See attached draft language. Please modify the easement to reflect these requirements. A new draft easement must be submitted for Engineering and Law Dept. review before approval will be given. 4. Emergency Spillway- The plan currently does not show an emergency spillway if the 100 year storm capacity of the detention basin is exceeded. This spillway must be reinforced in an appropriate manner so that the bank wall will withstand the flows and also to provide protection of the down ward slope as appropriate. 5. Detention Area Safety - a. A sign shall be placed on the chain link fence surrounding the detention pond area noting `Detention Pond Area or `No Trespassing' Keep Out' in a location so that it can be easily seen by anyone approaching the protected area. This sign will be metal with rounded comers, be made with reflective material, and 4" tall lettering. b. During construction, as soon as the detention pond area is capable of holding water, it shall be secured with a protective construction fence and posted with a sign noting, No Trespassing, at any locations where pedestrian access is possible. This safety fencing and signage shall be maintained by the contractor until the permanent chain link fence and safety signage is placed and accepted by the Town of Agawam. A construction note shall be added to this effect. 6. Sheet 4 of 4 within the detail for the Water Quality Swale, please correct spelling of "1.0' minimum freeboard" 7. Outlet control structure - 12" pipe with 3" orifice. a. The proposed outlet structure must have adequate structures in place to allow maintenance and to minimize the chance of clogging by debris, leaves, sticks, trash, and sediment. The current proposal does not address these issues. One option may be to place the 4" orifice within an infiltration structure surrounded by filter fabric and drainage stone, with an access manhole or catchbasin grate at the top, with a hood covering the orifice end. The small orifice must be placed within some type of protective structure which also provides access for maintenance. c. Our modeling of the current proposed structures shows that the 2 year and 10 year storms pre- construction flow rates are exceeded by the post-construction proposal as follows. 2-year 10-year 100-year Pre - Construction Flow Rates 0.01 cfs 0.30 cfs 1.89 cfs Post - Construction Flow Rates 0.13 cfs 0.58 cfs 1.87 cfs Comparison 1300% greater 193% greater 1% less • i The version of TR-55 used by the proposer does not have the precision of the model utilized by DPW, thus the developer's submittal shows no net increase. Other versions of TR-55 do have greater than whole number precision which is what was submitted. The analysis of the proposed structure should show no increase in the peak flow rate and the proposer's documentation must show greater precision. 8. Add 2 anti seep collars to the outlet pipe at the appropriate locations. Include a construction detail of anti seep collar. 9. Outlet dissipator - three dish level spreader. The performance of the proposed rip rap dish level spreader is a concern, based on the performance of this type of structure at other locations. In the past, rip rap dishes have tended to form short circuited flow paths which concentrate the flow rather than establish a sheet flow regime. Additional reinforcing and leveling structures of some type must be proposed at the final edge which will establish the proposed sheet flow. Please submit a new exit dissipator structure proposal which will ensure downstream sheet flow. This measure should also address volume and velocity issues associated with concentrated flows. 10. Slope reinforcement - The area down slope from the level spreader must be reinforced in some manner to maintain the proposed sheet flow. This reinforcement may be stone of the appropriate size, depth, with soil reinforcement beneath to convey the 10 year storm at a minimum without erosion, or a geotextile with a long design life and of adequate strength to convey the 10 year storm at a minimum without erosion. The geotextile would be planted with appropriate vegetation. This is the preferred method. This slope reinforcement must be placed from the edge of the level spreader to the edge of the wetland line. If a geotextile is proposed, please include a spec. sheet on its characteristics and installation procedures. Please also specify the manner and type of vegetation which will be used to re-establish this slope. You will be required to request an amendment to the N.O.I. with the Conservation Commission if Planning Board approval is received. Appropriate erosion control measures must be proposed for this slope reinforcement work. Background information on this requirement. From the MADEP Guidance on Conservation Commission Reviews p. 5-3 `A level spreader can be constructed under certain site conditions." "However, this practice is not always possible or desirable. If incorrectly done, the stormwater discharge will re-concentrate down slope, potentially resulting in erosion of the slope and the deposition of sediment in a water course or other wetland resource area. Therefore, there are times - especially at the outlets of channeled and piped systems - when flow cannot be easily converted to overland flow. Under these conditions, suitable outlet protection measures are required, and this protected outlet may need to be close to the watercourse or other resource area, rather than set back away from it." p.5-7. "Water discharging from the ends of piped and channelized systems, into a wetland resource area can have enough velocity and associated energy to cause erosion in the vicinity of the outlet." "Designers should document how they have determined the dimensions and materials of outlet protection measures, in accordance with the practices recommended in such (engineering handbooks) references. e 11. Lots near detention pond - a. Please show the possible building envelope for lots 1,2, and 3. The locations of foundations on these lots should be such that they are as far from the detention pond as possible. A minimum of 50 foot distance is preferred. b. Please submit sample language for review that will be placed in the deed of Lot 2 pertaining to the maintenance of the detention pond that is required by the future owner. This must include a description of the purpose of the pond, and maintenance, mowing, keeping outlet free from clogs, which the owner is responsible for performing, and the rights of the Town. c. Please be aware that DPW is preparing for the Illicit Discharge component of the NPDES municipal stormwater permit. Owners of lots with detention pond will have a component in that effort. 12. Erosion and Sediment Controls - a. Silt fence and haybales must be placed at the edge of the 15' buffer area specified on the southern edge of the subdivision before any land disturbing activities commence within the project. This buffer strip must be protected throughout construction in order to minimize impacts on the adjacent properties. Any disturbance, erosion, sedimentation or drainage onto the adjacent properties must be addressed as soon as possible by the contractor. This may include improvements on the adjacent properties. Add construction notes to cover these requirements. b. Include all construction phase erosion control measures on a sheet within the definitive subdivision plan set. The title box for that sheet should indicate Construction Phase Erosion and Sediment Control Measures. The developer/contractor is responsible for the inspection and maintenance of the site and implementing erosion and sediment control measures in a proactive manner. c. Erosion control fabric installation detail is shown. Where is its use proposed? d. Construction sequencing and schedule must be submitted for DPW approval which includes clearing of trees, soil disturbing activities within lots, the soil disturbance in the roadway, or the soil disturbance of the detention pond, slope reinforcement, lot construction, roadway construction, roadway drainage system construction, sanitary, and water construction, other underground utility construction, sidewalk construction, berm, curb, paving operations, and detention pond construction. This sequencing must take erosion and sediment control at each major phase into account such that wetland resources, abutting properties, and the adjacent roadway network are kept clean and free of sediment. These construction sequencing and sediment control measures must comply with the Agawam grading ordinance, wetland protection act, and pollution prevention measures required by EPAs NPDES construction permitting requirements. Scheduling is only of interest in how it will impact erosion and sediment control. Reestablishment of vegetation must be timed so that it is feasible given seasonal weather conditions. e. If lots are sold before homes are built on them. The individual property owners will have responsibility for erosion and sediment control of their lot. At a minimum, curb cuts must have a 30' length and 6" depth of 2"to 3" course stone placed at the edge of the road to limit tracking of soils off site. Silt fence and haybales must be placed as needed to stop sedimentation off site until final vegetation is established. 13. Pre-construction Conference - 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. At that time, the developer must submit a courtesy copy of the Storm Water Pollution Prevention Plan which has been prepared in order to comply with the EPA's NPDES Construction Phase Stormwater Permit for all land disturbing activities exceeding the one acre threshold. Agawam DPW Engineering reserves the right to make additional comments and requests for information upon review of future submissions. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, 1/� Geor a J. H man E. Towpf Engineer Enclosure - Closure Analysis, Draft Lot Grading Plan Procedure, Draft Easement 5:lsubdiv\Woodside Drive Estateslmemosl08 Review memo Jan 5 04.wpd 1 CFP -0 C13 z Zd OV 21.f -41 r4 LL- LL- LLJ LLJ LL. Town of Agaw - DPW Policy SAFT LOT GRADING PLAN PROCEDUMS The Department of Public Works, Town of Agawam requires the following procedure to be followed for all lot grading plans for the Woodside Drive Estates Subdivision. STEP LOT GRADING PLAN APPROVAL DPW Engineering approval is required before the white form will be forwarded to the Building Department. The following information, at a minimum, will be required for each Lot Grading Plan submittal. Location(Street Address) Owner's Name Lot number Scale,North arrow, and revision date Professional engineer/licensed surveyor stamp and signature Layout and location of building foundation Locations and spot grades(as needed) of all proposed yard drains, swales,retaining walls, sewer cleanouts, septic systems, wetland resources, streams, easements,buffers, tree line, existing/proposed pipes, manholes, or other structures found on lot. Maximum lawn grades of 3:1 Water service location(5 ft min. cover) Sanitary service location(4 ft min. cover) Note specifying the minimum cover requirements for the services must be included, " Sanitary service must have 4 ft. cover minimum. Water service must have 5 ft. cover minimum." Existing and proposed 2 ft contours within the lot Existing 2 ft contours at least 20 feet into adjacent lots within subdivision. Any previously approved grading plans on nearby lots must be taken into consideration. Existing 2 ft. contours at least 50 feet into adjacent lots outside of subdivision. Note indicating the tie-in or direction of roof drains Elevation of the top of the foundation wall, at all levels as needed-garage etc. Spot elevations of proposed finished grade at the corners of the building foundation Lot Grading Plans -Page 2 Spot elevations throughout the lot/at all property lines(every 50 ft.), including back of walk elevations. Spot elevation of gutter at the driveway centerline STEP 2._ OWNER wnd BUPLDER SIGN-OFF LETTE Required submission to DPW Engineering before the white form will be forwarded to the Building Department. Once the grading plan is approved by DPW Engineering,the lot OWNER AND BUILDER BOTH must submit a letter to DPW Engineering acknowledging the information shown on the approved grading plan and agreeing that the lot will be graded and the home will be built according to its details. A copy of the approved Lot Grading Plan must be attached to the Owner and Builder Sign-Off Letter. Sample Owner and Builder Sign-Off Letter: To: Agawam DPW Engineering Date: Town Hall, 36 Main St. Agawam, MA 01001 I, the owner of Lot , # Street Name and within the Subdivision,and I, the builder of the home at this location have reviewed the approved lot grading plan. We understand the information that is shown on the attached plan Revision Date. We agree to comply with the information specified within the lot grading plan. If any significant alterations are wanted, We will have the engineer/surveyor submit a revised lot grading plan to Agawam DPW Engineering for approval. The builder must not begin the construction of any changes until a new approval has been received from Agawam DPW Engineering. I will not hold the Town of Agawam responsible for any costs incurred in order to comply with the Lot Grading Plan approval process or to reconstruct any structures in order to comply with the approved Lot Grading Plan. (Attach a copy of the approved Lot Grading Plan.) Sincerely, owner . builder Lot St. Attachment: Lot_�Approved Grading Plan - Revision Date IMPORTANT: Failure of the builder to follow the approved Lot Grading Plan may result in alterations being required to the building, the site, and possibly including the alteration of the foundation walls, in order to comply with the approved grading plan. DPW Engineering may be contacted at 786-0400 x 275,to field check the elevation of the foundation forms BEFORE the concrete is poured to assist in this process. 48 hour advanced notice is required Monday thru Friday only. S:/subdiv/woodside/memos/grading plan procedures jan 9 04 two steps.wpd TOWN OF AGAwAm �a Draft Flow and Drainage Easement Agreement made this day of January, 2004 by and between Bethany Assembly of God, a Massachusetts religious corporation having a usual place of business at 580 Main St., Agawam, Massachusetts 01001 (hereafter the church) and the City of Agawam, a municipal corporation duly established under the laws of the Commonwealth of Massachusetts and located in the County of Hampden, with its principal office at 36 Main St., in said Agawam, Massachusetts (hereinafter the city . Reference is hereby made to a Plan entitled `Definitive Subdivision Agawam, Massachusetts for Charles R. Calabrese, 10 Woodside Drive, Agawam, MA H For no monetary consideration, hereby grants to the City, the following described easement for public purposes in Agawam, Hampden County, Massachusetts to wit: A 20 foot by 20.14 foot area drainage easement shown on said Plan as `Proposed Easement for Drainage = 400 S.F. +-"(the `Easement Area 9. The rights conveyed hereunder are for drainage purposes to convey storm water to the area described and to an existing downstream wetland and water course on Church property, This permanent easement, with flowage rights, for the purpose of constructing, repairing, and maintaining a storm drainage conveyance necessary for public convenience and health, over a parcel of land as previously described, said easement and right-of-way over said parcel to be an easement to lay, operate, and forever maintain a storm drainage system, and to enter freely upon said parcel with such personnel, machinery, tools, and other apparatus as is necessary to construct, alter, repair, renew, inspect, and examine the same, and to do any and all other things reasonably necessary for construction and maintenance ofsaid storm drainage system, and to place upon said land, materials and apparatus during such construction, replacement, and repair. Bethany Assembly of God Woodside Drive Estates Town of Agawam D.L d INC DffVV RR ap 4U d M@Cv 0VV 1d Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE JOB NO. (413) 562.7566 December 31 2003 FAX (413) 562.2091 ArrENrson Geor anne Hoy—man, Town En ineer TO RE: Agawam Engineering Department "Woodside Drive Estates" 36 Main Street for Charlie Calabrese AgA swam, MA 01001 WE ARE SENDING YOU LN Attached ❑ Under separate cover via the following items: C Shop drawings 12 Prints Plans ❑ Samples Specifications G COPY of letter ❑ Change order COPIES DATE NO. DESCRIPTION 1 1983 1 Town Topographic Map of Area in Question - highlighted ** I -r - ofj:nit:Lye Subdivision - "Woodside rive Estates" THESE ARE TRANSMITTED as checked below: S For approval ❑ Approved as submitted El Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution f- As requested ❑ Returned for corrections ❑ Retum corrected prints U For review and comment ' ❑ El FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Georganne: Answers to your comments of 12-17-03 -as listed. 1.) This is a registry requirement for recording of sheet 1_ 2.) Done 3.) More controls on approved Conservation plans. 4.) „Done 5.,) O.K. 6.) See attached Town Map highlighted. We located the ditch to it's terminus in the large wetland. _ Spot grades indicate the flow direction. 7. Done 8. O.K. If you have other questions or concerns, please contact us. Thank you. I I I I Happy Newovrl !� ** COPY TO Deborah Dachos Town Planner l Charlie Calabrese I SIGNED: tt anCA"UMe are norss fn~ A*WW noW us of once. David L. Bean, President 4135622091 D.L. BERN INC. B47 P02 DEC 18 '03 12:46 T D. L. BEAN, INC. LAND CONSULTANTS 413-SW-7568 Forty School Street Fax # 413-562-Ml SURVMRS, Westfield, Mass. 01085 ENGINEERS December 18, 2003 Dennis Hopkins,Chairman Agawam Planning Board 36 main Street Agawam, NLA 01001 RE: "Woodside Drive Estates" Definitive Subdivision Dear Board Memben: On behalf of our client, Charles Calabrese, we are requesting an extension of time one the above referenced project until the next scheduled Planning Board Meeting. Sincerely, D.Y.Yean,Inc. M E. Shute,Senior Vice President cc: Charles Calabrme Pr 0 0 TOWN OF AGAWAM INTEROFFICE MEMORANDUM �a To: Planning Dept. CC: John Stone, DPW Supt. / File From: Engineering Date: Dec. 17, 2003 Subject: Woodside Drive Estates -Review Comments We have reviewed the Definitive Subdivision plan titled, "Definitive Subdivision, Agawam, Massachusetts", dated Revision 12-15-03. The following are additional comments on the revisions and several new issues that must be addressed. 1. The Est page is labelled, `sheet 1 of 1'. Subsequent sheets in the set refer to 4 sheets. Please lable the first page as sheet 1 of 4. 2. Please note the name of the proposed subdivision within or near the title box on each sheet. 3. Please note that the erosion and sediment control measures shown on the plans are only a minimum. Additional measures must be implemented by the contractor as required by field conditions. 4. The stop sign currently shown. facing Woodside Drive on sheet 3 should be relocated to face northbound traffic on Samuel St. The intent of the stop sign is to stop the minor street {Samuel SQat this intersection. 5. Engineering reserves the right to request additional notes on the plan regarding lot grading plans. 6. Engineering has reviewed the drainage easement given to Mr. Calabrese by the abutting property owner. We request the following additional information. Please show existing grades and wetland or stream resource boundaries within the land owned by the abutter Bethany Assembly of God. See the attached copy of the plan with the area in question highlighted. This additional information should clearly show the ultimate destination of runoff from the detention pond outfall to the point where it will enter a water course. There is currently not enough PPP information for Engineering to determine if the area specified is adequate. Additionally in the future, the easement would have to be given to the Town of Agawam, assuming final definitive approval at some future date. 7. The current plan does not show adequate detail for the water quality swale located within the detention pond. Please add the layout of these structures in plan view and at a scale such that the details may be further reviewed. 8. Engineering will require additional time to review the drainage calculations previously submitted. This is necessary to ensure that the down stream resource areas are protected adequately by the proposed outfall structure. Additional submissions by the proposer may be required. Agawam DPW Engineering reserves the right to make additional comments and requests for information upon review of future submissions. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, e Georl6ne J. ftoYmA, P.E. Town Engineer Enclosure SasubdivlWoodside Drive EstateslmemosiReview memo Dee 16 03.wpd u ' uu ■ 111■■■1■■!1■ 11 ` 111ii1■■!i u 11■■1■■w"� ! -- ;Hug ■ ! ;111 lows ■■1i hilt . ■w>MIN10 !■■lilai � i! r, '. 1!!1 1111w-f■■ill■ ■!11lw■I�fl■■■itiill■iii II - a ■.!..■.■'i pi!■■g■■li t�f ■ i ■ K ■! �IjI�� ■iiiia:'i�i�i� ■�■ � 111 _ a■i gi�a�i��ii ■ �lm"0", g w i '7 ��i■11�l1ip��� ■ I��■I�■■■F! ...� 1 ww�■■17. ■III am I �MOP- MU ■�il' MEMOI ME ON �ia�iutllitllwlta!■ MINN ■■■■ ,!�. i, !■■ h.■1w■itl■■■!■■■ yC ■■■ �■■>wrr�ir■■wi■■■ ■■■■ri■ u►■■I� l ■■1 rrew=■■.�■■ • r mooi■.■■88i�/lwlll�lr�■ vrF ■■■■1�1w1!■I�!!!11 ■ Mason O�.l.■■ M How � !■■ ■ 111noll"MOOMMEmIll i.1■■ i ■ �1.�■■■■■! isA IM ago■■■.1t}71�■1■w . i1■1i 11■■■1■■11;17 w iw ■■■ ww'�w■■!1■1 =m■!■■■■!!■■�i" �■ ■■ii ■1■■liwi!■■ `� ��11f1�1 ■� 0 ME i■ii ! w�1■ �ii��� !1 T. MINN � Nolan �am-IF alilmNU� 'oii■r ilk � ME ON No camp T711, ■ ��tipii *ir■� 411111 ■aM■all REM Emil 0 HMO ON "I maw, n ■■■■1.A1i11■1•■■■■■i■ll ONTO ■ !!1a■■1rrr,!!F■ ■w■�a■■r ■1■■""RE'k1 ■1■■�■■■■ 'f7 i�■ipinoi11■i am No 1EN� Cu■■��u■■■Iw■ ■■■■■ ■■L■ . ■■i ■!■■■■ ■ u■ ■i■■■■■■■■■■■ MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Revised Definitive Plan - Woodside Drive Estates - Calabrese DATE: December 16, 2003 This office received a revised Definitive Plan for Woodside Drive Estates today. Please review and comment on the revised plan by the Board's December 18'meeting, if possible. Thank you. DSD:pre D.L. BEAN, INC. Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE JOB NO. (413) 562.7566 De ember 16, 2003 FAX (413) 562-2092 ATTENTION Deborah Dachog. ToyaM RE: TO Agawam Planning Department "Definitive Subdivision" 36 Main Street For. Charles R. Calabrese Agawam, MA 01001 - WE ARE SENDING YOU X Attached ❑ Under separate cover via the following items: ❑ Shop drawings Z Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION rev. 1 12-15--03 1 "Definitive Subdivision" THESE ARE TRANSMITTED as checked below: g] For approval ❑ Approved as submitted ❑ Resubmit copies for approval X1 For your use ❑ Approved as noted ❑ Submit copies for distribution q As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS_Debbie: Here is the Revised Subdivision Plan with the revision requested .by the Engineering—Department. .."t ,LA y X y_ 5« ',54 d� 'y\ Sincerely, COPY TO Charles R. Calabrese Agawam Engineering Department SIGNED; Henclosures are not as noted,kindly notify us at once. 'tom Avery 4135622091D.L. BEAN INC. 737 P01 DEC e4 '03 11.13 L D. L. BEAN, INC_ -- LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-662.2091 SURVEYORS Westfield, Mass. 01085 ENGINEER.0 TELECOPY COVER SHEET T0: } .� DATE: J Z-- �1` TIME:„ �►1] N1 EST TELECOP NUMBER: FRON!: a{��. �].-�. TOTAL 140. PAGES: (including cave- sheet) .��a[ei�tMi��#�IInR�nreRMR###i#���1#tt*RTrIwwwwwNAR#00 0*agif f 00OUVO WN&O6OWSWUM$of*ri dK10 IF YOU DO NOT RECEIVE ALL OF THE PAGES. PLEASE CALL AT (413) 562-7566 AS SOON AS POSSIBLE_ THE FOLLOWING 15 FOR YOUR INFORMATION IN TRANSMITTING TO VS: FAX NO. MODEL (413) 562-2091 TOSHIBA TF-211 4135622091 6. DEAN INC. * 737 P02 DEC 04 '03 11: 13 D. L. BEAN, INC. ---- LAND CONSULTANTS 413-W T5M Forty School Street Fax #413-562-2091 SURVEYORS Westfield, Moss. 01085 ENGINEERS December 4,2003 Dennis Hopkins, Cbairman Agawam planning Board 36 main Street Agawam,MA 01001 RE: "Woodside Drive Estates"-Definitive Subdivision Dear Board Members: On behalf of our client, Charles Calabrese, we am requesting an extension of time on the above referenced project until the next scheduled Planning Board Meefing. Sincerely, D_ _ ean, Inc. r M c E. Shute, Senior Vice President cc: Charles Calabrese CHARLES CALABRESE 15 WOODSIDE DR. AGAWAM, MA 01001 786-2412 NOVEMBER 20, 2003 AGAWAM PLANNING BOARD 36 MAIN ST AGAWAK MA 01001 DEAR PLANNING BOARD MEMBERS, THIS IS A REQUEST FOR A CONTINUANCE OF THE PUBLIC HEARING ON THE DEFINITIVE PLAN FOR WOODSIDE DR.ESTATES, UNTIL THE NEXT MEETING. THANKYOU. SING LY, 1'r ��' CHARLES CALABRESE f TOWN OF AGAWAM INTEROFFICE - � MEMORANDUM ° P , To: Planning Board; Conservation Commission CC: John P. Stone, DPW Supt.; File From: Engineering Date: November 7, 2003 Subject: Definitive Plan- Woodside Drive - Calabrese Per your request of October 2, 2003 we have reviewed the revised Definitive Plans for Woodside Drive for Charles C. Calabrese, 10 Woodside Drive, Agawam, MA;prepared by D.L. Bean, Inc., 40 School Street, Westfield, Massachusetts; date: Sept. 4, 2003; Rev: 10-28-03; scale: 1"=40' and have the following comments: 1. The blowoff located in the cul-de-sac should be changed to a hydrant and moved in between lots 4 & 5 to allow a shorter distance for the water line to service those lots. The proposed hydrant located at station 2+12 should be moved to station 0+90. 2. Show the proposed water line in the profile located on sheet 3. 3. The 12 inch PVC with a 3 inch hole in cap should be changed to a minimum 4 inch hole in cap. Based on the previous memorandum dated November 4, 2003 concerning the drainage of stormwater,this change should be reflected in future drainage calculations. 4. The plan should show erosion control barriers consisting of silt fences and haybales between the buffer zone, any neighboring impact area, and the construction activity. The plan should also show a detail of these barriers. 5. For all lots that grading plans are not required, the following items should be added to sheet 2: the finished floor elevation, the spot grades at the house corners,the approximate driveway locations, and any proposed grade changes. 6. We recommend the following or an approved alternative: The existing pavement width of Woodside Drive in front of#89 and#90 is approximately 18 feet. The proposed pavement width for the extension of Woodside Drive is 26 feet. In order to avoid a sudden jog in the pavement width and to facilitate future plowing,there needs to be a transition for approximately 90 feet in front of the existing homes at 489 and#90. Also, the top course of asphalt in this area should extend to STA 0+00. A 3 to 5 foot keyway should be milled at this station to ensure a good clean joint to the existing asphalt top. 7. Please correct the spelling of drain in"Storm Drain Easement"on sheet 1. 8. With the extension of Woodside Drive we request that a new stop sign be installed at the location of Samuel Street, please show this change on the plan. 9. Please add the following notes: "Traffic signage shall conform to the manual of uniform traffic control devices." "No tree over eight(8)inches in diameter measured five(5) feet above the ground shall be removed without the consent of the Tree Warden or his agent." "Prior to starting any other work on the site, the contractor 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." "Inspect and maintain erosion control measures, and remove sediment therefrom on a weekly basis and within twelve hours after each storm event and dispose of sediments in an upland area such that they do not encumber other drainage structures and protected areas." "Contractor shall be fully responsible to control construction such that sedimentation shall not affect regulatory protected areas, whether such sedimentation is caused by water,wind, or direct deposit." "Contractor shall perform construction sequencing such that earth materials are exposed for a minimum of time before they are covered, seeded, or otherwise stabilized to prevent erosion." "Upon completion of construction and establishment of permanent ground cover, contractor shall remove and dispose of erosion control measures and clean sediment and debris from entire drainage and sewer systems." "Contractor shall notify"Dig Safe"(1.-888-344-7233) at least 72 hours before excavating." "An individual lot grading plan for lots 3, 4, and 5, including sewer connection and foundation drain plan, shall be submitted to the Town Engineer for review and approval prior to the issuance of each building penmit," If you have any questions, please do not hesitate to contact our division. Si, erely, i e ganne J. ym P.E. Adam S. Chase, E.I.T. o Engineer Civil Engineer I S:Isubdivlwoodside drive estateslmemos105.wpd 0 TOWN OF AGAWAM INTEROFFICE gold - _ MEMORANDUM °MAC To: Conservation Commission; Planning Board; Attorney Thomas S. Locke CC: John P. Stone,DPW Supt.;File From: Engineering Date: November 4, 2003 Subject: Definitive Plan - Woodside Drive - Calabrese After receiving the revised plans dated October 28, 2003, a major concern has been discussed with Deborah Dachos (of the Planning Board) and Attorney Thomas Locke about the location of the final discharge of the detention pond system. The location of the storm water leveler will discharge the storm water in a concentrated form onto the abutting parcel (Land NlF Bethany Assembly of God Church). The existing contours and existing wetlands show that the proposed storm water will discharge in this direction, into the wetlands that are marked on sheet 2. It is the position of the Planning Board, Thomas S. Locke, and the Engineering Department that this water will not be allowed to discharge onto an abutter's property. The following are two options the applicant can pursue: 1. The first option is to obtain an easement from the abutting parcel(Land N/F Bethany Assembly of God Church) that extends far enough into and up to the intermittent stream or other water resource that would allow this concentrated storm water to discharge into and carry downstream. A further investigation of existing contours would be needed to show that the extent of the easement would take care of any issues for the abutting parcel. 2. The second option is to design another alternative. While looking at the adjacent abutters, the abutter to the southeast of the proposed detention pond is the Town of Agawam. With new analysis and finding the location of the intermittent stream, discharging storm water into the Town of Agawam could result in optimal results. If you have any questions,please do not hesitate to contact our division. Si erely, Iwo tymrganne J. P.E. Adam S. Chase,E.I.T. n Engine Civil Engineer I S:�suhdivlwoodside drive eMteslmemoA5.wpd TOWN OF AGAWAM INTEROFFICE ' � - _ MEMOR-ANDUM To: Conservation Commission;Planning Board; Attorney Thomas S. Locke CC: John P. Stone, DPW Supt.; File From: Engineering Date: November 4, 2003 Subject: Definitive Plan - Woodside Drive- Calabrese After receiving the revised plans dated October 28, 2003, a major concern has been discussed with Deborah Dachos (of the Planning Board) and Attorney Thomas Locke about the location of the final discharge of the detention pond system. The location of the storm water leveler will discharge the storm water in a concentrated form onto the abutting parcel (Land N/F Bethany Assembly of God Church). The existing contours and existing wetlands show that the proposed storm water will discharge in this direction, into the wetlands that are marked on sheet 2. It is the position of the Planning Board, Thomas S. Locke, and the Engineering Department that this water will not be allowed to discharge onto an abutter's property. The following are two options the applicant can pursue: 1. The first option is to obtain an easement from the abutting parcel (Land N/F Bethany Assembly of God Church) that extends far enough into and up to the intermittent stream or other water resource that would allow this concentrated storm water to discharge into and carry downstream. A further investigation of existing contours would be needed to show that the extent of the easement would take care of any issues for the abutting parcel. 2. The second option is to design another alternative. While looking at the adjacent abutters, the abutter to the southeast of the proposed detention pond is the Town of Agawam. With new analysis and finding the location of the intermittent stream, discharging storm water into the Town of Agawam could result in optimal results. If you have any questions, please do not hesitate to contact our division. Si erely, V ne J.tr ymP.E. Adam S. Chase,E.I.T. ngine Civil Engineer I S:subdi0woodside drive estateslmcmos105.wpd TOWN OF AGAWAM INTEROFFICE - �OR�47'f D MA MEMORANDUM To: PIanning Board CC: John P. Stone,DPW Supt.; File From: Engineering Date: October 16,2003 Subject: Definitive Plan - Woodside Drive - Calabrese Per your request of October 2, 2003 we have reviewed the Definitive Plans for Woodside Drive for Charles C. Calabrese, I O Woodside Drive, Agawam, MA;prepared by D.L. Bean, Inc., 40 School Street, Westfield, Massachusetts; date: Sept. 4, 2003; scale: 1"=40' and have the following comments: 1. Add a note for requiring individual grading plans for lots 3,4, and 5. For all lots that . grading plans are not required, the following items should be added to sheet 2: the finished floor elevation, the spot grades at the house comers, the approximate driveway locations, and any proposed grads changes. 2. A Sewer extension permit and road opening permit are required. No work on the sewer system will be allowed until the sewer extension permit has been approved by the Department of Environmental Protection. 3. Please increase the size of the text on the Drainage and Sanitary Sewer Frame and Cover Detail that explains the total weight of the frame and cover. 4. No sidewalk has been proposed on the subdivision. The applicant has requested waivers for the requirement that sidewalks be installed and the location of the buffers to be as shown on the plan. If sidewalks are required please make the necessary changes to the plan sheets and detail sheet. 5. The water quality swale detail shows a minimum of 0.5 foot freeboard. This should be changed to a minimum 1.0 foot freeboard. On sheet 3, the detention pond shows an 8 foot wide gate,this should be increased to 10 feet wide. 6. On sheet 3 the drainage line on the plan view at station 3+00 is shown connecting into the proposed sewer line. Please make the correct change to the drainage line. 7. The proposed 3 foot detention pond fence should be changed to a 4 foot fence. 8. The general design and review of the detention pond and storm drain calculations have not been completed. Our final comments will be provided as soon as possible. 9. PIease allow a 0.1 foot difference in elevation in all manholes between the invert in and out. 10. On sheet 3, the profile of the sewer manhole at station 2+75 the 8"invert out is incorrect. 11. Please add a Town of Agawam Public Works concrete collar standard detail to sheet 4. If you have any questions, please do not hesitate to contact our division. Sincerely, Michael C. Chase, E.I.T. Adam S. Chase, E.I.T. Assistant Town Engineer Civil Engineer I SAsubdivlwoodside drive estateslmemos104.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: October 31, 2003 SUBJECT: Revised Definitive Plan- Woodside Drive Estates - Calabrese Please review and comment on the revised Definitive Plan for Woodside Drive Estates that was submitted on October 29, 2003 prior to the Board's November bth meeting. Thank you. DSD:pre L. D. BEAN, INC. Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE JOB NO. (413) 562-7566 October 29, 2003 FAX (413) 562-2091 "'TEW'D" Debbie Dachos RE: TOAgawam Planning Department Woodside Drive Estates 36 Main Street Charles Calabrese Agawam, MA 01001 WE ARE SENDING YOU A Attached ❑ Under separate cover via the following items: ❑ Shop drawings EX Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE No. DESCMPPON 1 1Qr1tiy-03 4 Blue Line Set "Woodside Drive Estates" -- Agawam, MA THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted ❑ Resubmit copies for approval r For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS *pti OCT 2 9 2003 Sin r COPY TO—Engineering Department %- SIGNED: If enclosures are not as noted,kindly notify us at once. asrC E. Shute, Sr. V. President Town of Agawam ' 36 Main Street Agawam, Massachusetts 01001-1837 ` Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD October 23, 2003 Dear Abutter: The Planning Board has received a proposed Definitive Subdivision Plan entitled"Woodside Drive Estates" from Charles R. Calabrese. The plan shows the creation of seven building lots located on approximately 4.67 acres of land at the easterly end of Woodside Drive. The Assessors Office lists you as an abutter and therefore must be notified of the upcoming public hearing. The Planning Board will be holding a public hearing on this waiver request at 7:00 PM, Thursday,November 6,2003 at the Agawam Public Library, 750 Cooper Street, Agawam. You are encouraged to attend and comment. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBHIDSD:pre 4135622091D.L. BEAN INC- 336 P02 OCT 01 1 W 09=03 D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 fogy School Strut Fax #413-562-2091 SURVEYOR-3 Westfield, Mass. 01085 ENGINEER;;; October 1, 2003 Dennis Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam,MA 01001 re: "Woodside Drive Estates" - Definitive Subdivision Dear Board Members: On behalf of our client,Charles Calabrese,we are requesting another WAWER from the subdivision regulations for the above referenced project, The request is that the proposed houses and their location not be shown on the definitive plan,but will be shown on individual plot plans when a building permit is sought. This is due to the fact that houses sizes,styles,and locations are not known at this time. Thank you for your attention to this request. Sincerely D. L. B David L. Bean, President cc: Charles Calabrese DLB/ssc AGAWAM PLANNING BOARD LEGAL NOTICE The Agawam Planning Board will hold a public hearing on Thursday,November 6,2003 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 Calabrese for a proposed Definitive Subdivision Plan entitled"Woodside Drive Estates". The proposed subdivision will create seven building lots on approximately 4.67 acres of land at the easterly end of Woodside Drive. By Order of Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD To be run 10/23/03 & 10/30/01 No. is September 4 20 03 To the Departmental Officer making the Payment: Received of D.L. Bean, Inc. ,the sure of Four hundred fifty and 00/00 Dollars, Def. Plan Filing Fee for the ending for collections as per schedule of this date, filed in my office. Treasurer, Town of Agawam y 36 Main Street Agawam, Massachusetts 01001-1837 s� �ATEq Mf' Tel, 413-786-0400 Fax 413-786-9927 PLANNING BOARD September 18, 2003 Dear Abutter: The Planning Board has received a proposed Definitive Subdivision Plan entitled"Woodside Drive Estates"from Charles R. Calabrese. The plan shows the creation of seven building lots located on approximately 4.67 acres of land at the easterly end of Woodside Drive. The Assessors Office lists you as an abutter and therefore must be notified of the upcoming public hearing. The Planning Board will be holding a public hearing on this waiver request at 7:00 PM,Thursday, October 2, 2003 at the Agawam Public Library, 750 Cooper Street, Agawam. You are encouraged to attend and comment. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBHIDSD:pre Walter Makuch Edward Toon &Barbara Van Wagner 90 Woodside Drive 89 Woodside Drive Agawam, MA 01001 Agawam, MA 01001 John Eisenbeiser Paul &Elizabeth Adams 10 Samuel Street 77 Woodside Drive Agawam,MA 0.1001 Agawam, MA 01001 Michael George&Phyllis Kamyk John &Nancy Hallbauer 71 Woodside Drive 63 Woodside Drive Agawam, MA 01001 Agawam, MA 01001 Michael &Linda Wojcik Edward J. Modzelewski 57 Woodside Drive 78 Woodside Drive Agawam, MA 01001 Agawam,MA 01001 Charlene Anderson Elaine &Albert Taupier 72 Woodside Drive 64 Woodside Drive Agawam, MA 01001 Agawam, MA 01001 John &Keri Regnier Bethany Assembly of God 58 Woodside Drive 580 Main Street Agawam, MA 01001 Agawam, MA 01001 Richard West Maureen Robinson 87 Anthony Street 93 Anthony Street Agawam, MA 01001 Agawam,MA 01001 Kevin Paine &Nanette Couture Paul & Lynn Taft 101 Anthony Street 109 Anthony Street Agawam, MA 01001 Agawam, MA 01001 Frank& Mary EIlen Hulse 115 Anthony Street Steven& Shannon Fitzgerald Agawam, MA 01001 123 Anthony Street Agawam, MA 01001 Vito &Blanch DePalo, Trustees John &Jean Fellion DePalo Living Trust 96 Anthony Street 131 Anthony Street Agawam,MA 01001 Agawam, MA 01001 Susan Dupre Lillian&Frank Cahill 102 Anthony Street 110 Anthony Street Agawam, MA 01001 Agawam, MA 01001 Lynn &Thomas Plakias Alan &Lois Hardina 679 Barry Street 124 Anthony Street Feeding Hills,MA 01030 Agawam,MA 01001 Anthony& Kerry Rondinelli Debra& Stephen Riley 134 Anthony Street 83 Valentine Street Agawam,MA 01001 Agawam,MA 01001 Elliott& Carol Rose 91 Valentine Street Alice & Melvin Benson Agawam, MA 01001 97 Valentine Street Agawam,MA 01001 Blane & Sherrie McKinnon Francesca Pellegrino &Joseph Cellilli 103 Valentine Street 111 Valentine Street Agawam, MA 01001 Agawam, MA 01001 Joseph&Nancy Zaborowski Rose Rossi &Kara Moccio 119 Valentine Street 127 Valentine Street Agawam, MA 01001 Agawam, MA 01001 Henry&Claire Niemiec Linda Chicklas 135 Valentine Street 88 Valentine Street Agawam,MA 01001 Agawam,MA 01001 Robert& Lillian Martin Michael &Michelina Woods 98 Valentine Street 106 Valentine Street Agawam, MA 01001 Agawam, MA 01001 Richard &Alice Gross Richard &Paula Tonelli 1 l4 Valentine Street 122 Valentine Street Agawam, MA 01001 Agawam, MA 01001 Brett Gearing Gary&Donna Labelle 130 Valentine Street 138 Valentine Street Agawam, MA 01001 Agawam, MA 01001 Beniamino &Mary Tucci Frank&Jeanne Parrow 15 Mardale Avenue 25 Nile Avenue Agawam, MA 01001 Agawam, MA 01001 Peter&Grace Tilden Normand&Beatrice Couture 37 Nile Avenue ' 19 Nile Avenue Agawam, MA 01001 Agawam, MAO1001 Town of Agawam r AGAWAM PLANNING BOARD LEGAL NOTICE The Agawam Planning Board will hold a public hearing on Thursday, October 2, 2003 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 Charles R. Calabrese for a Definitive Subdivision Plan for Woodside Drive Estates. The proposed subdivision will create seven building lots on approximately 4.67 acres of land at the easterly end of Woodside Drive. By Order of Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD To be run 9/18/03 & 9/25/03. Town of Agawam - 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO:, Engineering Dept.,He It ept., Building Dept. FROM: .Planning Board DATE: September 5, 2003 SUBJECT: Definitive Plan - Woodside Drive Estates - Calabrese r Please review and comment on the attached Definitive Plan of"Woodside Drive Estates"for Charles R. Calabrese prior to the Board's Oct r 2, 2003 public hearing. Thank you. DBH:pre .M r MEMO TO: Engineering Dept., Health Dept., Building Dept. FROM: Planning Board DATE: September S,2003 SUBJECT: Definitive Plan- Woodside Drive Estates - Calabrese Please review and comment on the attached Definitive Plan of"Woodside Drive Estates" for Charles R. Calabrese prior to the Board's October 2, 2003 public hearing. Thank you. DBH:pre D. L. BEAN, INC. — LAND CONSULTANTS EP-70 413-562-7566 Forty School.Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS June 7, 2005 Town of Agawam Planning Board 36 Main Street Agawam,MA 01001 RE: "Woodside hive Estates" -Woodside Drive,Agawam Charles R. Calabrese Dear Board Members; This is to certify that all concrete monuments and properly pins have been set on the above referenced project. Sincerely, D.L. ;Shute c. Mar E. cc: Georganne Hoyman, Town Engineer MES/ssc RECEIVED PLAWLANG BOARD 'iJ-70 TowN OF AGAwAm INTEROFFICE - z� MEMORANDUM 0 To: Planning Board CC: John P. Stone, DPW Supt. 1 File From: Engineering Date: July 5, 2005 Subject: Complaint - Calabrese - Woodside Drive The following is being referred to you for your opinion. Please review the attached photos, which were taken during the week of June 27, 2005. Mr. Toon, of 89 Woodside Dr., has complained a number of times to Engineering about the condition of his arbae vitea bushes, which are located on his property line adjacent to the Woodside Estates subdivision. He has requested that the existing bushes be replaced with plants of the same size as what is currently there. The shrubs were inspected by Engineering. I do not see any locations where the developer has caused damage. The photos show that these shrubs are mature and quite large. Before subdivision construction began, dense vegetation was located adjacent to these shrubs. When the area was cleared, a few thin areas remained in the line of shrubs. In my opinion, the developer should not be required to replace these shrubs, as Mr. Toon has requested. Please advise Engineering, if the Board believes the developer should be required to do anything about this resident's complaint. Thank you for your consideration of this request. Sin rely, l � eo a"ne H man, i l`T o 1 Eng' er Enclosure S:ISUBDMWoodside Drive Esmteslmemosl20 complaint Toon cut trees.wpd n � LAI i 'i-.,Win' .�� - • ' ��w �r � ti fi dmr-_ i s-, •tip-,'�!' .y .' � .h �� X �..-sc- J Y 1 e� • 4 ',eve.'g�14� � ' F�I,� r f - r 1 � y _ r V ore t i� 0 0 (� D-10 MEMORANDUM To: John P. Stone, Tree Warden From: Deborah Dachas, Director of Planning and Community Development Subject: Lot 5 Woodside Drive Date: May 23, 2005 Attached please find the Fax I received concerning the damaged tree on Lot 5 Woodside Drive. Please let me know whether you think the tree should be taken down immediately. Thank you. ,M 05-Z0-2005 01:56pm From-DOHERTY WALLCE 413TROT567 T-111 P.001/111 1-111 S �� Job Code No. DOHERTY, WALLACE , PILL.SBURY AND MURPHY , P.C. ATTGFZREYS AT LAN[ ONE MONARChf PLACE, SUITE 1900 SPRINGFIELO. LIA55ACHUSETTS 011aa-1900 TEL:PMIINI= (d73) 733.3;11 TFLeCaPIER (413) 734-391U E MAIL; MHULSEGIMPM.COM TELECOPIER COVER SHEET DATE: May 20,2005 CLIENT NO.: 1000-85 Please deliver the following page(s) to: TO: Debbie Dachos FAX: 786-9927 Agawam Planning Dept. FROM: Mary-Ellen Hulse RE: Woodside Drive Subdivision— Charles Calabrese Total number of pages (including fl-is cover sheet): 1 If there are any problems receiving this transmission,please calllMlary-Ellen or our Fax Operator at (413) 733-3111 x363. MESSAGE Debbie: 1 went to the Planning Board meeting last night to find out that Mr. Calabrese was taken off the agenda acid rescheduled for June 2'd. My main concern at the present time is the tree that Mr. Calabrese hit on the property line that is leaning into my yard. It is damaged and cracked and I am extremely afraid that it will fall into our yard and land on our house. I am also concerned for our 3 small children who play in the yard. We have informed Mr. Calabrese of the damage to the tree, and he has stated that he cannot take it dawn without Planning Board approval because it is Located in the buffer area_ I am not sure what to do at this point_ The meeting is not for another two weeks, and I am afraid with a strong gust of%vind, that tree will come dawn. Is there anyone else that I should contact or what can I do at this tai ne to address this immediate problem? Thank you. Mary-EIlen CONFIDENTIALITY NOTICE THE DOCUMENTS ACCOMPANYING THIS 7ELECOPY TRANSMISSION CONTAIN INFORMATION FROM THE LAW FIRM OF DOHERTY, WALLACE, PILLSBURY AND MURPHY, P.C. WHICH 15 CONFIDENTIAL ANDIOR LEGALLY PRIVILEGED. THE INFORMATION IS INTENDED FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ON THIS TRANSMISSION SHEET. IF YOU ARE NOT THE INTENDED RECIPIENT,YOU ARE HERFBY NOTIFIED THAT DISCL03ING, COPYING, DISTRIBUTING OR TAKING ANY ACTION IN RELUWCE ON THE CONTENTS OF THIS TFLECOPIED INFORMATION IS STRICTLY ieor�ne.cr, �.Ya Tai—Y Yne wV%VcaCr1T OnOULD 13C 1tL_YUKNto TO TN15 FIRM IMMEDIATELY. IN THIS REGARD, 1F YOU HAVE RECEIVED THIS TELECQPY IN ERROR,PLEASE TELEPHONE US IMMEDIATELY SO THAT WE CAN ARRANGE FOR THE RETURN Of THE.DOCUMENTS AT NO COST TO YOU. THANK YOU FOR YOUR COOPERATION. TOWN OF AGAWAM INTEROFFICE Mn MEMORANDUM �A To: Building Department CC: Planning; Jelm one,DPW Supt.; Marc Shute—D.L.Bean, Inc.; File From: Engineering Date: April 20, 2005 Subject: Woodside Drive Estates—Grading Plan—Lot 5—House#118 We have reviewed the grading plan entitled, "Single Family Plot & Grading Plan, Agawam, MA; For: Charles R. Calabrese, 10 Woodside Drive, Agawam, MA; Prepared by: D.L. Bean, Inc.; Scale 1"=30% Dated: April 8, 2005; Revision Date: 4-13-2005," and we approve it. If you have any questions or comments,please do not hesitate to contact me at 413-786-0400 x-278. Sin_ c rely, Sind erely, Michael C. Chase,E.I.T. Geor&a nne J. oym ; P.E. Assistant Town Engineer Toren Engineer Jr ,� hAengineerlsubdivlwoodside drive estatesVnemo 1ot5-approved.doc STEP 2. OWNER and BUILDER _SIGN-QFF LETTER Submit to DPW within one week of DPW approval of Lot Grading Plan Required submission to DPW Engineering before the white form will be forwarded to the Building Department. Once the grading plan is approved by DPW Engineering,the lot OWNER AND BUILDER BOTH must submit a letter to DPW Engineering acknowledging the information shown on the approved grading plan and agreeing that the lot will be graded and the elevation of the foundation will be built according to its details. A copy of the approved Lot Grading Plan must be attached to the Owner and Builder Sign-Off Letter. IMPORTANT: Failure of the builder to follow the approved Lot Grading Plan may result in alterations being required to the building, the site, and possibly including the alteration of the foundation walls, in order to comply with the approved grading plan. Sample Owner and Builder Sign-Off Liter: All pertinent information shown in this sample letter must be included in the submittal to DPW. To: Agawam DPW Engineering Date: 1 C Town Hall, 36 Main St. Agawam, MA 01001 I, n(e5 A5'e_the ow er of Lot 5" ,# �� Street Name and within the (fi0o&o0LC Subjvi ' nand I, n2 ' � the builder of the home at this location have reviewed t e a proved lot grading plan. We understand the information that is shown on the attached plan Revision a e. We agree to comply with the information specified within the lot grading Ian. If any significant alterations are wanted, we will have the engineer/surveyor submit a revised lot grading plan to Agawam DPW Engineering for approval. The builder must not begin the construction of any changes until a new approval has been received from Agawam DPW Engineering. The Town of Agawam will not be held responsible, by the owner or builder,for any costs incurred in order to comply with the Lot Grading Plan approval process or to reconstruct any structures in order to comply with the approved Lot Grading Plan. (Attach a copy of the approved Lot Grading Plan.) Sincerely, owner , . builder of_ �—_ ie�?C'Cj c .._St. Attachment: Lot Approved Grading Plan-Revision Date f 3 4U Page 3 g b ' � • . lui + ' a ~ LLJ r 4 I cm C) Cr1 S k •� ■ k; t 3 � D. L. BEAN, INC. -- LAND CQ,NSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield., Mass. 01085 ENGINEERS'. September 4, 2003 Dennis Hopkins,Chairman ; Agawam Planning Board 1. 36 Main Street Agawam,MA.0100 i RE: Definitive Subdivision -Easterly end Woodside Drive,*"Woodside Drive Estates" , r Dear Board Members: . , Enclosed please find information pertinent to the above submittal. ` 1. Letter of intent to City Clerk. s� 2. Form"B"Application for definitive subdivision plan and attached descriptiqu. 3. Filing fee$450.00(D.L,Bean,Inc. check). 4. Request for waivers of the Subdivision Regulations. 5. Statement of interest. 6. Attested copy of deeds to the property. _ k 7. Environmental Study. S. Drainage Calculations with Storm Drain Permit Application, i 4. 5 sets of Blue Line Prints of Definitive Plan. This information is submitted on behalf of our client Charles R. Calabrese. We would appreciate the opportunity to present this proposal at the Boards earliest convenience, Thank you. Sincerely, . ':.:! D.L.Bean, OK ;. T David L.Bean,President S t Enclosures .i ' DLB/ssc ` ' D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS September 4, 2003 Clerk's Office 36 Main Street Agawam,MA 01001 Dear Clerk, This is to serve notice that on this date we have filed a Definitive Subdivision Plan with the Planning Board. Enclosed is a Form'B"Application with pertinent details of location and owner. Sincerely, D.L.Bean c David L.Bean,President Enclosure DLB/ssc � r FORM "8" SCE �r APPLICATION FOR APPROVAL OF DEFINITIVE PLAN FILE ONE COMPLETED FORM WITH THE PLANNING BOARD AND A COPY WITH THE TOWN CLERK IN ACCORDANCE WITH REQUIREMENTS OF SECTION III-B AGAWAM_ September 4. 2001,_.� 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. 1. Name of Applicant. . Charles. R: .C . ♦ . . . . . . . . . . . . . . . . . , . . ♦ . . . al. •abrese r r • . • . + r . Address. . . . . . . . . 15 WPQS OAP.VIO.Xe. . .A&aWoz. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. Name of Engineer or Surveyor. . . . D.L._ Bean; IAC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address. . . . . . . . .40 School Street . -,Westfield,�MA 01085 , , . . . , . . . , . • . . . , , . , . , 3 . Deed of Property Recorded in. . . . . . . . . tlamr2 A.CQ=tY. . . . . . . .Registry. . . . . . . . Book. . . . . . . . . . . .27.27. . . . . . . . . . . . . . . . . . . . . Page. . . .. . . .25$ &. 259 . . . . . . . . . . . 4. Location and Description of Property: (Attached sheet) . 5 . A list of the documents included in this application shall accompany notice to the Town Clerk. Documents required to be submitted with this notice: a. Notarized statement of interest in the land. b. Environmental study. c. Plans and specifications. d. Statement of time-development sequence. e. Plan of sequence of development. f. Town--Development relationship study. g. Reports of test borings, etc. Your attention is directed to Section III, B. 8 of the Subdivision Rules and Regulations requiring the posting of a bond or recording of a covenant BEFORE approval can be given. Signature of owner. . .� �.� . . . . . . . . . COar es R_ Calabrese Address. . .15 Woodside Dri.ve.- A$awam,. MA. .91001. Supplement Sheet-Definitive Subdivision Form "S"4. Location: Property is located at the easterly end of Woodside Drive. The property contains 4.67 acres and will be subdivided into 7 building lots. LIST QF REQUESTED WAIVERS 1.) Allow the buffers to be as shown on the plan. 2.) Waive the requirement that sidewalks be installed. Agawam Planning Board STATEMENT OF INTEREST Date August 5, 2003 The petitioner hereby certifies that he Is the owner of all lands contained within the description of the subject petition. Agawam Planning Board Case No. (Name) /��*(Address). COMMONWEALTH OF MASSACflUSETTS i HAMPDEN as Date August 5, 2003 There personally appeared before me, on the above date, Charles R. Calabrese to me known to be the person described in and who executed the foregoing document. 'f,y C�%r►51 e1�?y: .�rs 71i�i,11!LSI, 11J'J �` - NotaM Public My commission expires - N Y T F. 7 E P n a .1 N T S, that of Boni+a^ , i:ampden County, MamthusetLa deiafxwmevied,for c"ideration paid,grant to CYAhLI�S a. CxLhtiitL6E and I't:ii;�.54 i•;, C=L,4Y "us'+nnl nwd ri_^e, as tornnts by thh ontirety and not As tenants in con=:)n, both of A7,Xlat, hampd�en Co:inty, ;,.assaChu3ett.s, :�uI4 with quitdatm routaWd OK*Mkjxt (DwdptWn mW encambranew it any) Certain real estate situated in Ajawarr, Hampden County, Y.8ssac~u9ptt3, boundel and described as .ollowsr 9::CIVIIING 3t 3-granite stone ba,.rnd In the :Easterly 'Line of S'affield 3trept at the Northwesterly corner of land now or fornarly of one Penn, and running thence N 18°_360 £ by sai. :Suffield Street, fo;:r hundred ten and P3/100 I14M31' fpet to n pipe, thence running, -173 �7' E by said _affield Areet, forty-five and 4 /100 (45.45) feet to a pipe at 1?nd of o,4n,?r sri',ir.own, thencr turning and running T... -.�T --.�.fti ..T�c r.,�y..,'�V.p�.✓���"`_h . �.. L.._�.. �'v JlX-: • T1.��.-_"Jei._�:— - __-`••.K.: S. 65 19'. 33E_3t by last narrtd land, 'four hundred di hty-nine Rnd 92/100 (489.92) filet to a pipe at land now or fomerly of one Adams, thence r:.nning S 600 � ,' 30 Z by land now or rormerly of said Ad- .q ear_ht hundred ninety-six and 45/10C (596.45) feet to a bar at lir.d now or formerly o" )ne : 3rdall, thence turninj and running S 220 40' 30" a by lind now or for-rerly of said .andall, five !�n�red "arty-two and 17/1-00 (542.17) feet to a p1pP at land now or formarly of one Sadler; thence running S 36°_02'__E by land now or formerly of said Sadler, thirty-five and 65/100 (35.65; -".-,et to a pipe; *'i—rce running 5 20 21' 0" ' by land r0:: or fornerly of raid °orty-n.ne and W100 (49.C5) _feet to a pipe; thence tannin; 5 240 17' W by land new or forTMarly of said Sadler, -)n- h•�ndred sevent!?en -ind 35/100 (117.15) r'nat ti a �-,ranite St,)ns to1:nd 3t land new or Of SRI ! Penn, and thence t-arnin;. and runr.i � ti 6?0 r'1 ',1 6y Land now 7r :3r.:nrly ,f 3,aid 7pnn, :,n7i i q4! �unir.ed ninety-ninq (179 ) Anst to t� o PI—Ace �i' A TRtll_ r4iVI,)..Vr''I A') HU;00I)LD IN HAMPDEN C011111Y HUASTRY OP DEEDS 6ND IT 1S SO U11101:1) POOK-...-ZZzz PAGE .r. {�TCESt: #` {,441 REGISTER 9d1N0 the name pr ises conveyed tc me by dead of lnthony C�-Inbrese =... ..:v, di.•ed , and recorded in the `:�a_-;^ en County ?:�, ! q r• of kia-eds :r 3ook 1353, 'aJ' 596. .................................._............................................................................................... ......._.t...... aalGf ....... ........... .. ....... ................ .. ._.....,........ .._...._..�.... _._ - 71�W120.'191N�AlL7I�SLghII'i1hQRil��by:tl�'LY[�i7ldathlf 1fl�1NORhAlllti. IE04/1rffiII>� � ... ,}c...hand and seal this,........ ._ 5th. .day of.. . 19 59 i I �5ar1=s .,. .�s�s6i•ese r .......... ....... .... . ................. .._.......... .,... ...... WO9=WAO#94 Jif Awmakudw H.9Clpd£C.r.'.......se. ....... .......19...59_. Then personally appeared the above-named...... . tt. CaL d'it sE and acknowledged the foregoing instrument to le.. . 5.. (me act., d deed,Wore me `... Ater ..Jray^^re, aueu�r _ ewr Pome Yf mmW�lm .......: Pi+.�.'..Ta♦�'.�... 0 n -ECENED r f i-?'I' 11M, A a1.s7�--A ;X _ 9E&G.FR6M THa UHIGIK% A TRUE PH'01,rc,:74'7 R7z;0RDED IN "AMPDEN Wji.'lY Rr,(,i3TWf OF DEEDS AND IT IS SO CERTIFIED BOOK _ZZU. PAGE ATTEST: L� REGISTER St."t Ads* USA*2003 ENVIRONMENTAL STUDY DEFINITIVE SUBDIVISION AGAWAM , MASSACHUSETTS DEVELOPER: CHARLES R. CALABRESE ��. DESIGNER: D.L.Baan, lnc. CIO •� s,Gwa�su+ LO C U S VASfv Lu CA 15 Lu z £ R tr7i ji GUNN GEARY E,4GEW ATER Rfl �+ z t 75 w RD r Q = EMEA50N z f OK r"nw.srvmt A000 UgLAIM 20C3. Tr �qAM 1 :i s= r.w t+u�us + w w wr iw 3w fl ���717A Environment l,�y Existing Cmdiltons: Presently,the site contains approximately 4.67 acres of woodlands and is located at the easterly end of Woodshed Drive. The southerly property line abuts houses located on the northerly sideline of Anthony Street. The easterly and northerly property line is wooded and the westerly property line abuts two houses located at the easterly side of Samuel Street. Woodside Drive has municipal water and sanitary sewers. SCS Soil Maps indicate the western 90% of the property contains Merrimac Soils,with the lower wetlands containing muck soils. The topography is generally flat with a small section of steep slopes down to a wetland on the easterly boundary. Proposed Development: This proposal shows the development of an additional 340 foot Iong road ending in a cul-de-sac, Seven lots are proposed, and all lots meet or exceed the minimum dimensions for residence A-2 Zoning. The homesites will generally be located on the flat section with excellent soils. Municipal services existing in Woodside Drive will be utilized for this project. The proposed storm drain system will be designed to collect the runoff through catch basins and drainage manholes, which will flow into a detention basin. Outlet controls within the basin will direct the reduced flows towards the wetland. No historic structures nor archaeological important areas are apparent on this site. Conclusions: This proposal should create no adverse affects on the neighborhood nor the environment, and will allow the owner to develop homesites in a natural setting. STORM DRAINAGE ANALYSIS & DESIGN "WOODSIDE DRIVE ESTATES" Woodside Drive,Agawam, MA for Charles Calabrese by D.L. BEAN, INC. August, 2003 ,t14 Of =Q lE.apY ,G � RrC�Axp E C - INDEX, SYNOPSIS .............................................................................................. 2 pages SOILS .....,.................................................................................................. 2 pages EXISTING RUN-OFF ..................................................................... 5 pages PROPOSED RUN-OFF ..................................................................... 5 pages DETENTION BASIN SIZING ......................................................... 2 pages RUN-OFF BY PASSING DETENTION ............................................. 5 pages RUN-OFF INTO DETENTION ......................................................... 5 pages OUTLET CONTROL................................................................................. 2 pages STAGE DISCHARGE GRAPH ......................................................... 2 pages PIPESIZING ............................................................................................. 2 pages STORM DRAINAGE PERMIT APPLICATION ................................. 2 pages SYNOPSIS D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS August, 2003 x STORM DRAINAGE SYNOPSIS n "Woodside Drive Estates" is predominantly wooded, is very flat on the westerly section, and drops about 25 feet on the easterly side to an existing wetland. The underlying soils have excellent permeability. The study area encompasses 3.89 acres and the Pre and Post development run-off calculations were performed using TR 55 under all storm events. In both cases the run-off rates and volumes were minimal due to the flat grades and excellent soils. The Pre and Post 100 year storm event was analyzed to determine the volume of detention that is required. The area by-Massing detention collection was next analyzed for the 100 year storm event. The difference from the this- proposed run.-offand the existing run-off for the entire site was used to design the outlet pipe from the detention basin. The difference was only 0.4 CPS and a 3 inch hole in the cap of a 12 inch PVC was designed to restrict the outflow. The detention collection system was analyzed for the 100 year storm event and that run-off rate was used as the inflow for the detention basin. The basin is sized to accommodate the 100 year PRE and POST for the site and also to accommodate the inflow and outflow of-the designed pipe' network. Discharge velocities are dissipated using a 12 inch pipe with the 3 inch orifice, a drop manhole structure, another 12 inch pipe at a 0.5% grade, anda rip rep dish and leveler at the final-,discharge point. The failsafe overflow of the detention basin is a catch basin grate on the drop manhole that is set 1.35 feet below the top of the basin. The capacities of all the 12 inch PVC pipes in this system are more than adequate to handle the proposed 100 year storm run-off. The following plans, maps, calculations, and graphs support this synopsis. SOILS mk _ t 1' • J• • � OILS y * � ♦ yr. .� Ub EMeB « a meA ,''� i \• + Ub ' a.. All Me0 •.t s'. - S aa•O �'•h r +r �. * r �_,_ f;. j� Ub l •1` y M •, �_ y_ Wa A. -Wn9 <.� ~' r � �-" NNdd a gg(( ErnA GRAVE WTnA• }� o- AmB • ; " ' .,r WnA 1'.';SiG+`°y '� _ _ aQT - Y •-d' 7fi„$f^r- Ngy 6AeA' T �3 wry y jr! • • -^cti�is _ � �� ' 'y ..,�- N� +'.s a .a„� 1x _ 4� tiA►� �• _ d3 ;a. WnA 1 �+ef�i*'o". Ub e. \ . A,.i~ - PUA A � \ M i F 'Mx 5n1k U Y AgA - Su Wa MeB HgB �� EXISTING RUN-OFF a r 1 H Sri Gi w f fllllf I , . // // � ♦ii�♦ ' �� I �f 1 f I I lip tin / � I / � � fl/ /j //♦ �t C4qk I �� / l � rT cv I a 000-0 ti a r / f � u w U nt t 1 � Q ; r u , _ _ Y 4 aF j n 3 L 3nwvs �, at f f , -�s-- RUNOFF CURVE NUMBER COMPUTATION Version 2 . 10 roject : WOODSIDE DRIVE ESTATES, AGAWAM User: DLB Date: 08-25-2003 ounty : HAMPDEN State: MA Checked: Date: ubtitle: EXISTING CONDITION RUN-OFF TOWARDS WETLAND ubarea : CC-E ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------ ULLY DEVELOPED URBAN AREAS (Veg Estab. ) pen space ( Lawns,parks etc. ) Good condition; grass cover > 75% 0 . 31( 39 ) - - mpervious Areas Paved parking lots , roofs , driveways 0. 11( 98 ) - - - Streets and roads Gravel (w/ right-of-way) 0. 01( 76) - - - THER AGRICULTURAL LANDS foods - grass combination fair 3 . 46(43 ) - -� - otal Area (by Hydrologic Soil Group) 3.89 ------------------------------------------------------------------------------ ;UBAREA: CC-E TOTAL DRAINAGE AREA: 3 .89 Acres WEIGHTED CURVE NUMBER: 44* ---------------------------------------------------------------------------------- - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.10 roject WOODSIDE DRIVE ESTATES, AGAWAM User: DLB Date: 08-25-2003 ounty : HAMPDEN State: MA Checked: Date : ubtitle: EXISTING CONDITION RUN-OFF TOWARDS WETLAND ------------------------------------------------------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft ) ( ft/ft ) code ( sq/ft ) ( ft) . ( ft/sec) (hr ) ------------------------------------------------------------------------------ heet 3 60 0 . 005 F 0. 284 hallow Concent 'd 365 0 .007 U 0. 075 hallow Concent ' d 100 0 . 26 U 0 . 003 Time of Concentration = 0 . 36* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass , Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated t 20 % Res . H Woods , Light P Paved D Cultivated > 20 9 Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 1.0 reject WOODSIDE DRIVE' ESTATES , AGAWAM User : DLB .Date: 0E-25-200 ounty HAMPDEN State : MA Checked : Date : uL=it_e : EXISTING CONDITT_O3 RUN-OFF TOWARDS WE'-'SAND Data : Drainage Area 3 . 89 * Acres Runoff Curve Number 44 * Time of Concentra7ion: 0 . 36 * Hours Rainfa'.1 'Type i2'i Pond and Swamp Area NONE Storm Number 2 3 4 ; 5 6 7 ____-___ _ ____- _ _ - 1 _ I _ _ . Frequency ( Yrs ) i 2 5 10 25 50 =00 ; I I i i 1 i I 1 1 E I 24-Hr Rainfall ( in ) ; 2 . F ; 3 ; 4 4 . 5 5 . 3 6 o . 5 I t t 3 1 l [a/P Ratio ; 1 .02 0 . 85 0 . 64 0 . 55 0 . 43 0 . 42 0 . 39 f I { 1 1 f 1 E Used 0 . 50 ; 0 . 50 0 . 50 0 . 50 0 . 43 0 . 42 0 . 39 I I I I I I Runoff ( in) J . O�, 0 . 02 t 0 . 15 0 . 29 0 . 49 ; 0 . 74 ; 0 . 94 1 1 I 1 1 I I Unit Peak Discharge ; 0 . 328 10 . 328 ; 0 . 328 ; 0 . 328 ; 0 . 357 10 . 444 ; 0 ..497 ( c:s/acre/in) I t { t i I i { Pond and Swamp Factor 1. OG 1 . 00 ; 1 . 0� ; 1 . 00 1 . 00 ; ; . CC ; _ . GO ; 0 . 0% Ponds Used 1 I I I -_ _._ _ _ - ! - Peak Disc ,Iarge (cis , 0 0 0 0 - 1 alue;. ) provided from T"-55 s-istem routines PROPOSED RUN-OFF C Lei 47 3 4j w � LIP 0 > is Jam! m 'oco A w O 14 to 14 it jp 181 ro J / rn 00*1 N C31 La l / V J/ p 3:0 o / LC g � Ly /00, w t7 c� raL O � Q A � O� I * +i f N N r � X to 3 ull 3nwas �Y j `-- -� �o� .9 RUNOFF CURVE NUMBER COMPUTATION Version 2 . 10 roject : WOODSIDE DRIVE ESTATES, AGAWAM User : DLB Date : 08-25-2003 ounty : HAMPDEN State : MA Checked: Date : ubtitle : PROPOSED CONDITION RUN-OFF TOWARDS WETLAND ubarea : CC-P Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------ ULLY DEVELOPED URBAN AREAS ( Veg Estab. ) pen space ( Lawns,parks etc. ) Good condition; grass cover > 75% 1 . 85( 39 ) � - - - mpervious Areas Paved parking lots , roofs , driveways 0 . 64 ( 98 ) - - - Streets and roads Gravel (w/ right-of-way) 0 . 01( 76 ) - - THER AGRICULTURAL LANDS nods - grass combination fair 1 . 21( 43 ) - - good 0 . 18( 32 ) - - - otal Area ( by Hydrologic Soil Group) 3 . 89 ------------------------------------------------------------------------------ UBAREA: CC-P TOTAL DRAINAGE AREA: 3 .89 Acres WEIGHTED CURVE NUMBER: 50* ------------------------------------------------------------------------------ - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 1.0 roject : WOODSIDE DRIVE ESTATES, AGAWAM User : DLB Date : . 08-25-2003 ounty : HAMPDEN State : MA Checked: Date : ubtitle : PROPOSED CONDITION RUN--OFF TOWARDS WETLAND ------------------------------------------------------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft ) ( ft/ft ) code ( sq/ft ) ( ft ) ( ft/sec ) (hr ) ------------------------------------------------------------------------------ heet 3 60 0 . 005 F 0 . 284 hallow Concent 'd 205 0 . 012 U 0 . 032 hallow Concent 'd 45 0 . 005 P 0. 009 pen .Channel 215 3 0 . 020- pen Channel 35 . 5 0 . 019 Time of Concentration = 0 . 36* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass , Burmuda ---- Surface Codes --- C Cultivated < 20 % Res. H Woods , Light P Paved D Cultivated > 20 % Res . I Woods , Dense U Unpaved E Grass-Range , Short J Range , Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 10 roject : WO©DSIDS DRIVE ESTATES, AGAWAM User : DLB Date. 08-25-2003 ounty . HAMPDEN State : MA Checked: Date : ubtitle : PROPOSED CONDITION RUN-OFF TOWARDS WETLAND Data: Drainage Area 3 .89 * Acres Runoff Curve Number 50 * Time of Concentratiorn: 0 . 36 * Hours Rainfall Type iii Pond and Swamp Area NONE Storm Number ; 1 2 3 4 ; 5 6 7 -- - --------„-_----- 1 ! 1 , 3 t , I Frequency ( yrs ) 1 ; 2 5 10 ; 25 ; 50 100 24-Hr Rainfall ( in) ; 2 . 5 ; 3 ; 4 ; 4 . 6 ; 5. 3 ; 6 ; 6 . 5 I I I I l ! ! I Ia/P Ratio ; 0 . 80 0 . 67 ; 0 . 50 0 . 43 ; 0 . 38 ; 0. 33 0 . 31 Used ; 0. 50 ; 0. 50 ; 0 . 50 ; 0. 43 ; 0. 38 0. 33 ; 0. 31 { I I 1 1 l 1 1 1 Runoff ( in) ; 0. 02 ; 0. 09 ; 0 . 33 ; 0 . 54 0 . 82 ; 1 . 14. ; 1.40 I I I 1 F I I 1 Unit Peak Discharge 10. 328 10 . 328 : 0. 328 10.427 10 . 517 10 .577 : 0 ._609 ; (cfs/acre/in) Pond and Swamp Factor ; 1 . 00 1 . 00 ; 1. 00 1 .00 1 .00 ; 1 .00 ; 1 .00 0 . 0% Ponds Used E 1 1 I I ! ! I l 1 1 1 F I ! ! ---------------------"' I I 1 I I ! ! I Peak Discharge (cfs ) ; 0 ; 0 0 1 , 2 3 ; 3 t - Value(s ) provided from TR-55 system routines DETENTION BASIN SIZING STORAGE VOLUME FOR DETENTION BASINS Version 2 . 10 }roject WOODSIDE DRIVE ESTATES , AGAWA.M User : DLB Date : 08-25-2003 :ounty HAMPDEN State: MA Checked: Date: )ubtitle: PROPOSED CONDITION RUN-OFF TOWARDS WETLAND Drainage Area: 3 .89 Acres Rainfall Frequency: 100 years Rainfall-Type : III Runoff : 1 . 4 inches Peak Inflow: 3 . 31 cfs Pear Outflow: 1 . 82 cf s Detention Basin Storage Volume : 0 . 36 inches *or 0 . 1 acre feet a.36 % 3.89 X 43,560 5,083 C.F. 12 "WOODSIDE DRIVE ESTATES" VOLUME REPORT-DETENTION AREA CONTOURS 118.851 -113.851 Lower left grid comer.: 4437.25,4983.09 Upper right grid corner: 4506.37,5017.21 X grid resolution: 50, Y grid resolution: 50 X grid cell size : 1.38, Y grid cell size: 0.68 Pond/Pit volume : 5,550.5 cubic ft,205.6 cubic yards RUN-OFF BY PASSING DETENTION C7 k'1 y � K 13) .-1 .a Cncn J f 1 4jp ok Ln 471 CIO cu 111A go Q4000, WO 04 AD R a '1N- � f.l I YJ _ Ad � Iryl r1 II � YI � I.f c �' RUNOFF CURVE NUMBER COMPUTATION Version 2 . 10 3roject WOODSIDE DRIVE ESTATES, AGAWAM User: DLB . Date: 08-25-2003 County HAMPDEN State : MA Checked: Date: Subtitle : PROPOSED RUN-OFF BY-PASSING DETENTION BASIN �ubare- CC-BP-_- ------------------------------------------------------------ -_ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) open space (Lawns,parks etc. ) Good condition; grass cover ? 75% 0 . 40( 39 ) - -Lpervious Areas Paved parking lots , roofs , driveways 0 . 16( 98 ) - - - OTHER AGRICULTURAL LANDS �oods -- grass combination fair 0 . 95(43 ) -- - - good 0 . 14( 32 ) - - - Total Area (by Hydrologic Soil Group) 1 . 65 --______ -_____.._____-___-__-____.,____________________--- _----__--..-__ SUBAREA: CC-EP TOTAL DRAINAGE AREA: 1 . 65 Acres WEIGHTED CURVE NUMBER: 46* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 10 5roject : WOODSIDE DRIVE ESTATES, AGAWAM User : DLB Date: 08-25-2003 Wunty : HAMPDEN State : MA Checked: Date: subtitle : PROPOSED RUN-OFF BY-PASSING DETENTION BASIN 'low Type 2 year Length Slope Surface n Area Wp Velocity Time rain Kt ) ( ft/ft ) code (sgift) ( ft ) ( ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 20 0 . 011 F 0 . 086 Shallow Concent 'd 125 0 .017 U 0,017 Shallow Concent 'd 145 0 . 138 U 0.007 Time of Concentration = 0. 11* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res . ) G Grass , Burmuda --- Surface Codes -�- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res . I Woods , Dense U Unpaved E Grass-Range, Short J Range , Natural k - Generated for use by GRAPHIC method GRAPHICAL PLAN DISCHARGE METHOD version 2 . 10 o V ect WOODS IlDE DRIVE ESTATES , AGAWAm User : M Date : 08--25-2003 .ounny HAM?DE State : MA Checked: _ Date : _ - --- u t i ..le . PR GPOSED RUN-OFF BY-PASSING DETENTION BASIN Data: Drainage Area 145 * Acres Runoff Curve Number 4 Time of Concentration: 0 . 11 * Hours Rainfall Type M Pond and Swamp Area NONE Stcrm Number I 1 2 3 4 I 5 1 6 I ! , i �S i I i , ! I Frsquancy ( _vrs ) ; 1 2 5 1C 25 SC _0 24-=r Rainfall ( in ) 2 . 5 3 4 4 . 5 5 . 3 ; 6 5 . 5 ; Ia/? Ratio ; 0 . 94 ; 1 . 78 0 . 59 ; 0 . 51 ; 0 . 44 0 . 39 0 . 36 ; 7 1 1 4 1 i Used ; 0 . 5C 0 _ 50 0 . 50 0 . 30 0 . 44 0 . 39 0 . 36 ! I I ! Runoff ( in ) ; C . 00 ; 0 . 03 ; 0 . 20 0 . 36 0 . 59 ; 0 . 87 1 . 08 Unit Peak Discharge ; 0. 433 I; C . 433 10 . 433 10 . 433 ; 0 . 563 10 . 722 10 . 795 cfa/acre/in) s , i I 1 e f t Rend and Swamp Factor ; 1 . 0C 1 1 . 00 1 . 00 ; 1 , 0C ; 1 . 00 1 . 00 1 . 00 0 . 0E Ponds Used + 1 1 , ! I r 1 Peak Discharge ( cfs ) 0 0 ; 0 0 1 1 i 5 - ' alua s ; prcv?ded from TR-59 system routines RUN-OFF INTO DETENTION a a� �n � ova �` �' I•� / lee 0 o 14 N. OK C3 Ix Flo fq s IV o W � \ U r � navr 1 I w ! s N 1 i kbi,� x I , x �j N RUNOFF CURVE NUMBER COMPUTATION Version 2 . 10 roject : WOODSIDE DRIVE ESTATES, AGAWAM User : DLB Date : 08-25-2003 ounty : HAMPDEN State : MA Checked: Date : ubtitle: PROPOSED CONDITION RUN-OFF INTO DETENTION BASIN ubarea : CC-DB ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C. D Acres ( CN) ------------------------------------------------------------------------------ ULLY DEVELOPED URBAN AREAS (Veg Estab. ) pen space ( Lawns,parks etc. ) Good condition; grass cover > 75% 1 . 45( 39) - - - - mpervious Areas Paved parking lots , roofs , driveways 0 . 48( 98 ) - - - Streets and roads Gravel (w/ right-of-way) 0. 01(75) - - - )THER AGRICULTURAL LANDS foods - grass combination fair 0 . 26 ( 43 ) - - - good 0 . 04( 32 ) - - - 'otal Area (by Hydrologic Soil Group) 2 . 24 ------------------------------------------------------------------------------- SUBAREA: CC-DB TOTAL DRAINAGE AREA: 2 . 24 Acres WEIGHTED CURVE NUMBER : 52* ------------------------------------------------------------------------------- k - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 10 .4roject WOODSIDE DRIVE ESTATES, AGAWAM User: DLB Date: 08-25--2003 younty HAMPDEN State : MA Checked: Date : Subtitle : PROPOSED CONDITION RUN-OFF INTO DETENTION BASIN ------------------------------------------------------------------------------- 'low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft) ( ft/ft ) code ( sq/ft). ( ft ) ( ft/sec) (hr ) ------------------------------------------------------------------------------- Sheet 3 60 0 . 005 F 0. 284 aha.11ow Concent 'd 205 0 . 012 U 0 . 032 Shallow Concent ' d 45 0 . 005 P 0 . 009 ?pen Channel 215 3 0. 020 )pen Channel 35 . 5 0. 019 Time of Concentration = 0 . 36* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass , Dense --- Shallow Concentrated --- B Fallow ( No Res . ) G Grass , Burmuda --- Surface Codes --- C Cultivated < 20 % Res . H Woods, Light P Paved D Cultivated ? 20 % Res . I Woods , Dense U Unpaved E Grass-Range , Short J Range , Natural f - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 10 'roje+ct WOODSIDE DRIVE ESTATES , AGAWAM User: DLB Date : 08-25-2003 Tounty HAMPDEN State : MA Checked: Data : Subtitle: PROPOSED CONDITION RUN-OFF INTO DETENTION BASIN Data: Drainage Area 2 . 24 * Acres Runoff Curve Number 52 * Time of Concentration: 0 . 36 * Hours Rainfall Type l Ii Pond and Swamp Area NOTE Storm Number 1 ; 2 ; 3 ; 4 5 6 7 --_- ---- I - I I - 1 I - -- I # - i Frequency (yrs ) 1 2 5 ; 10 25 ; 50 100 ; I ! I I I I I F F 24-Hr Rainfall ( in) 2 . 5 3 ; 4 ; 4 . 6 ; 5 . 3 ; 6 6 . 5 ! I I f 1 1 ! I Ia/P Ratio 0. 14 0. 62 0 . 46 0. 40 ; 0. 35 ; 0. 31 0 .28 ; ! ! ! t ! [ Used 0 . 50 0 . 50 0 . 46 0 . 40 0 . 35 0 , 31 ; ' 0 . 28 Runoff ( in) ; 0 . 04 0 . i3 0 . 41 ; 0 . 63 ; 0 . 94 ; 1 . 29 ; 1 . 56 Unit Peak Discharge ; 0. 328 : 0 . 328 : 0 . 384 10 . 483 ; 0 . 559 : 0 . 609 10 . 627 ( cfs/acre/in) + 1 I ! ! E f + 1 Pond and Swamp Factor ; 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 ; 1 . 00 1 . 00 0 . 0% Ponds Used ___ -_-_----- ( cf --f------i-------------'______� -_--_ I Peak Dischargege ( cfs ) 0 ; 0 0 ; 1 ; 1 2 2 ; - value( s ) provided from TR-55 system routines STORAGE VOLUME FOR DETENTION BASINS Version 2. 10 Project WOODSIDE DRIVE ESTATES , AGAWAM User : DAB Date : 08-25-20C3 Zounty HAMPDEN State . MA Checked: Date: Subtitle : PROPOSED CONDIT=ON RUIN-OFF INTO DETENTION BASIN Drainage Area : 2 . 24 Acres Rainfall Frequency: 100 years Rainfall-Type : III Runoff : 1 . 6 inches Peak Inflow: 2 . 19 cfs Peak Outflow: 0 . 40 c:s 1.82 Exist. - 1.42 By-pass = 0.40 CPS Detention Basin Storage Vo;uiie : 0 . 73 incnas*cr 0 . 1 acre feet * 0.73 A 2.24 X 43,560 = 5,936 C.P. 12 "NDODSIDI& DRIVE BSTATES" VOLUME REPORT-DETENTION AREA CONTOURS 120. 001 -113. 85' Lower left grid corner : 4433. 80, 4979. 64 Upper right grid corner; 4509. 82, 5020 . 66 X grid resolution: 50, Y grid resolution: 50 X grid cell size 1 . 52, Y grid cell size: 0. 82 Pond/Pit volume : 8,689.6 cubic ft, 321 . 8 cubic yards OUTLET CONTROL 3TLET PIPE CONTROL FOR DETENTION BASIN 3SIGN PARAMETERS: nbankment Elevation: 120 . 20 aximum Water Elevation: 118.85 nlet Elevation: 113 . 85 utlet Elevation: 113 . 84 ailwater Depth: 0. 00 lope in Percent : 0 . 1 ength of Pipe : 15 . 0 zameter of Pipe ( in) . : 3 . 0 M ype of Pipe : PVC anning' s n: 0 .012 Gad Loss Coefficient : 0 . 0 low Type: Orifice Control ALCULATION OUTPUTS ischarge (cfs ) : 0 . 5219 epth of Flow: 5 . 0 elocity ( fps ) : 10 . 6312 STAGE DISCHARGE GRAPH STAGE - DISCHARGE GRAPH WOODSIDE DRIVE ESTATES" WOODSIDE DRIVE AGAWAM, MA. 100 YEAR STORM 121 121 120 120 119 119 118 118 117 117 Z 0 116 116 a w 115 115 w J 114 114 0 a 113 113 0 1 FLOW (CFS) PIPE SIZING 2 INCH OUTLET PIPE AT 0 . 50% FLOWING FULL ESIGN PARAMETERS: mbankment Elevation: 118 . 85 - aximum Water Elevation: 114 . 84 nlet Elevation: 113 .84 utlet Elevation: 113 . 59 ailwater Depth: 0 . 00 lope in Percent: 0 . 5 ength of Pipe : 50. 0 iameter of Pipe ( in) . : 12. 0 ype of Pipe: PVC anning ' s n: 0 .012 ead Loss Coefficient : 0 . 0 low Type: Manning ' s Equation (Open Channel Flow) 'ALCULATION OUTPUTS ischarge (cfs ) : 2 . 9237 )epth of Flow: 1 . 0 elocity (fps ) : 3 . 816 _2 INCH OUTLET PIPE WITH FULL HEAD )ESIGN PARAMETERS: 3mbankment Elevation: 119 . 20 laximum Water Elevation: 119 . 00 [nlet Elevation: 113 . 84 cutlet Elevation: 113 . 59 ['ailwater Depth: 0 . 00 ;lope in Percent : 0 . 5 ,ength of Pipe : 50 . 0 Aameter of Pipe ( in ) . : 12 . 0 ype of Pipe: PVC Of anning' s n: 0.012 lead Loss Coefficient : 0 .0 Repo ['low Type : Orifice Control o CLINK �. Na.29�9 CALCULATION OUTPUTS �ciML ��4 4zscharge ( cfs ) : 8 . 1635 '� t epth of Flow: 5 . 16 lelocity ( fps ) : 10 . 3941 STORM DRAINAGE PERMIT APPLICATION S I'QRNI DIL-11NAGE I'LILMI Lal,'LICATIQNS To the Town of Agawam,Department of Public Works: The undersigned being the Owner of the property located (eg:Owner, Lessee,Tenant, Intended Purchaser,etc,) at the easterly end of Woodside Drive does hereby request a permit to Increase impervious cover for the development (eg:Connect to,Alter,Increase Runoff to,or increase Impervious Cover of an of a street and lots which currently drains towards s wetland on the easterly boundary. „ 1. A plan of the property showing accurately all storm drains,water courses,channels or detention facilities now existing is attached hereunto as Exhibit"A". (Submit in Duplicate) See definitive plans. 2. Plans and specifications covering any work proposed, including soil erosion and sedimentation control,to be performed under this permit is attached hereunto as Exhibit '13". (Submit in Duplicate) 3. Calculations determining existing and proposed storm water runoff,capacity of existing facilities impacted by the planned work and the design ofdetention facilities are attached hereunto as Exhibit"C". (Submit in Duplicate) See attached calculations. 4. The name and address of the engineer or firm who prepared the calculation,design plans and specifications covered by this permit is: D.L. BeanInc. 40 School Street__ Westfield, MA 5. The name and address of the person or firm who will perform the work covered by this permit is: Calabrese Construction Co. IN CONSIDERATION OF 7'1IC GRAN,]-ING Q[11IIS PERMIT 111E QNDEMIGNED AGREES: I. To furnish any additional information relating to the installation of use of the storm drain for which this permit is sought as may be requested by the Superintendmnt, 2. To Accept and abide by ail the provisions of Section 175-1 Ifmrough 175-59 inclusive of the Ordinances of the Town of Agawam and of all other pertinent ordinance or regulations that may he adopted in ilie future. 3. To operate and maintain any storm drain and detention facilities,as may be required as a condition of the storm drainage permit in an efficient manner at all times,and at no expense to the Town. 4. To cooperate at all times with the Superintendent of Public Works and his representatives in their inspection of storm drains,and any maintenance thereof. 5. To notify the Superintendent of Public Works immediately in the event of any accident negligence,or other occurrence that occasions discharge to the stomi drain of any wastes or process waters not covered by this permit or allowed by Section 175 of the Ordinance of the Town of Agawam. G. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the installation of the 4tormdraiv, d relat d f ility or connection. APPLICANT: Charles R. Calabrese DATE: Sept. 3, 2003 ADDRESSi 10 Woodside Drive Agawam, MA 01001 CONDITIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: SUPERINTENDENT