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8372_SITE PLAN - SPFLD WATER AND SEWER COMM. - BONDIS ISLAND 83'7a 5, �� flan �mM , li �roi �z �Sla� �' 0 o� Town of jtgawam' ° - 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 'ry August 22, 2005` P-5 {T CD • Jonathan Murray Senior District Manager 'Ilk, Resource Control Composting, Inc: 600 New Ludlow Road South Hadley, MA 01075 Dear Mr. Murray: At its duly called meeting held on August 18, 2005, the Agawam Planning Board voted to approve the Site Plan entitled:"Resource Control Composting, Inc., Agawam, Massachusetts"prepared by Dufresne-Henry and dated June 2005 with the condition that comments contained in the Engineering memo dated July 17, 2005 be addressed. If you have any qu6stions please do not hesitate to contact the Planning Office at 786-0400, extension 283, Sincerely, Dennis B. Hopkins,Chairman Agawam;Planning Board cc Clerk' Dufresne-Henry Engineering File A TOWN OF Au" AWAM MEMORANDUM t. To: Planning Board CC: David Veleta—Dufesne-Henry, Bruce Leiter—Springfield Water and Sewer Commission, John Stone—DPW Supt., File From: Engineering Date: July 17,2005 Subject: SP—462"Site Plan—Resource Control Composting,Inc." Per your request dated,June 27,200 5, we have reviewed the Site Plan entitled,"Site Plan—Resource Control Composting, Inc"250 M Street Extension and we have the following cornments: 1 Please add erosion and sediment control BMPs as needed to protect downstream drainage structures during the construction phase. Inspections and maintenance of all proposed Bmps shall be preformed by the contractor as necessary to address sedimentation on the site. 2. Please verify with the proposer that the proposed sanitary sewer alterations outlet directly to the treatment plant facility for treatment and do not enter the Town of Agawam public sanitary system. If you have a any dditiona uestions please feel free to contact this division, any ohn G. Decker,E.I.T. /Ge anne J.P'660-yma , P.E. Civil Engineer I I T Engineer SASP\462 Resoucc Control Coniposting Inc\462 Me=02.doc OH Rec Du ce ' August 17, 2005 ���64 gn �2 Office of Planning& Community Development Town of Agawam Town Hall, 36 Main Street Agawam,MA 01001 Special Permit Application Resource Control Composting, Inc,—Proposed Compost Laming Building DH #92.40047 Dear planning & Community Development Members; This letter is in response to Plan Review comments tendered by the Office of planning>& Community Development for the proposed Compost Loading Building on Bondi's Island. The comments were received in this office by fax on August 16, 2005 • 'Title Block: The project address, 190 M Street,Agawam, MA, is currently located on the Cover Sheet. The project address can be added to the Title Block of each plan sheet, if required. • Drainage: In response to the Engineering comments referenced under this item,we have; • Added a hay bale dike detail to Sheet C3 T Details to provide sediment control for protection of downstream drainage structures during construction. A construction note will be added that states: "The contractor shall be responsible for inspection and maintenance of erosion and sedimentation control details." • Verified with the site supervisor of Resource Control Composting, Inc.:(RCCI) that the sewer manhole to the west of RCCI (to which the proposed oil/water separator drains) drains to a wet well and theft;directly to the WWTP headwors and, therefore, does,not enter the Town of Agawam public sanitary system. • Land scaping[Screening& Buffers: The following note will be placed on the site plan (Sheet C ), as required: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in safe and attractive condition by the owner of the parcel." KM40047(RCCJ Compost Facil ty)0ocumcntslGeneral afrespondencc\Letters1081745:Agawam'PlanBd LET.€oc 136 West Street,Suite'203,Northampton,MA 01060.3711 • T;413.584.4776 r F:413.58 .3157 + E:northampton dufr ne-h nry.com 9 W:dufresne-henry.com 0 *Agawam Office of Planning and Community Development August 1 ,200 Page 2 of 2 + Rendering or Elevations. As shown on the architectural drawing(Al) the metal siding of the proposed building has vertical ribs approximately one Toot on center. The color of the siding will be in the medium brown range to match the existing buildings. (See attached photo.) If there are any questions regarding this response,please do not hesitate to call our office at 413-5844776. Sincerely, DUFRESNE-HENRY, INC. ames R. I, rila, P.E, Associate JRUdkv,s1d Attachments. Site Photograph c: Bob Magnusson, Taste Management Jonathan Murray, 'waste Management K:19240047(RC CI Compost Facility)\DocunentAGeneral Correspondence\L,etters1081705.AgawamPlanEd LET.doc tt tf t�yltZ 4 a�t��� ��`'ttx ...... ti,�i r �?`•4 1tn r F tz a`` rttst.?�F; t�,��}o a1,�t�1{�`���� { t �, iii ���}�'S' }t f ti f`�i�s)zt S`�ik�t��}tt hr�i�i�t i�� ``�tp��'���i,•,, �§� � � �� �`~`}trr#�,;' z f tt. �`'•••:''t�T;t{t{ �4�llz��it{ � sta �, �3�a�t�'t�,,t�' a �''z s4� �f t ctz t � .*±•'at t t 2 tS�{s}2`i�fi#}�t�tt s;�3t� it tzS t J lr� `� t>?• s rt #�; i4k tt h Tj t}t t�„;, } �tya.'� g� St' t t • �t z2 e ca t s 3} r�� a �``�ja' two ( � ��i ��1�\} Irs .7`t�l�� ll.�l�\ ,'c 1��� �:',; ;i t•:t`�• � � ,�,�'.l�5. i 5 �' ;:����3+2~Jtt'` t s:# ?'"y,},t ��`>�1� a�3 s.,, ,.z}�t��".,.,.`••? ck}S� ��'r t t; ����`;�;�s..,. c�, r ,� �.��{t is 4ts ������ *.,�� ...' t s 'dd �}t}�§..�t3 `� to t�.,�t tLi�•�,,}`�' �`; y' m F yes ry {{�. f} '.h 3 t z,.,. ,`ze`i••Ss4 `��a'L �� `} tf z�~� �` y `f � � a`:�,, c t ,. ..,. favzanaa.. Duftmmme4-llenry etc' ,o5 Y'ZO August 17, 2005en�a rVell N611 Office of Planning& Community Development Town of Agawam Town Hall, 36 Main Street Agawam, MA 01001 RE: Special Permit Application Resource Control Composting, Inc.— Proposed Compost Loading Building DH #9240047 Dear Planning &Community Development Members: This letter is in response to Plan Review comments tendered by the Office of Planning& Community Development for the proposed Compost Loading Building on Bondi's Island. The comments were received in this office by fax on August 16, 2005. Title Block: The project address, 190 M Street, Agawam,MA, is currently located on the Cover Sheet. The project address can be added to the Title Block of each plan sheet, if required. Drainage: In response to the Engineering comments referenced under this item, we have: • Added a hay bale dike detail to Sheet C3 -Details to provide sediment control for protection of downstream drainage structures during construction. A construction note will be added that states: "The contractor shall be responsible for inspection and maintenance of erosion and sedimentation control details," • Verified with the site supervisor of Resource Control Composting, Inc. (RCCI) that the sewer manhole to the west of RCCI (to which the proposed oil/water separator drains) drains to a wet well and then directly to the WWTP headworks and, therefore, does not enter the Town of Agawam public sanitary system. Landscaping/Screening& Buffers: The following note will be placed on the site plan (Sheet C2),as required: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." KA9240047(RCCI Compost Facifity)\Documents\General Correspoiidcnce\Lelters%081705.AgawamplanBd.LETdoc 136 West Street,Suite 203,Northampton,MA 01060.3711 9 T.411584A776 * FA1158431157 # E:noithamptonOdufresne-henrycom - Kdufresne-henry.corn * a 0 f a Agawam Office of Planning and Community Development August 17,2005 Page 2 of 2 • Rendering or Elevations: ,As shown on the architectural drawing (M),,the metal suing of the proposed building has vertical ribs approximately one foot on center. The color of the siding will be in the medium brown range to match the existing buildings. (See attached.photo.) If there are any questions regarding this response,please do not hesitate to call our office at ill - 5 - 77 . Sincerely, DUF SNE-HENRY, INC. armies R. L rila, P.E. Associate JRL/dkv,sld Attachments- Site Photograph c„ Bob Magnusson, Waste Management Jonathan Murray, Waste Management KA9240W7(RCCI Compost Fac laty)\Documcnts\Gcncral Ccrre5pondenccUlters108170$.AgawamPlanBd:LR"r.doc t r f ty 2 t ti.r ' 7tt sty iy`?�ti �tx t sr t{t F kt� � v d � r P• s�}y 5 r } tar } t\m ,�tS �yS�ir t a.} S}i tt`tk u�? s. t t sSt'' if {,�`•..'t� r}�rsytttr t4 �{ }}, 'asiz1 ties ttt�t}� t'a`i�yt{}Y, u G t f t},�t ,,97st�till�KS zap ���r,y}�SS:r •. }t��}�'� ����.a"t ;z? by�,c'ttr�£�i�triil a��,z'k"#( {4a�3�a #��>`Y k}t��Yah �. � 4, � � i#� � \\�,�t Y t }sF 12'nl•�t"&tY{cy��i�,+�.tt y{,�`t��i} r 4 x�t"�i�t�S�'s.�"'x.. �.,r•'�'�.a, �;7`a`is `}h;i. �. �`.' '}1Sy}r h.,'t, 1p�`•Sa�t'r tt>ts;} i'���t �� c7itaz'�,�' \,: j ��ijk�ti,1r {'�rit'1r44 eklci3ii��.ii{.t�t�1 tit�tt��2 .k,.ln a sit f%itt �#�3A �l�tS•1'�''k�i��t��4 T� aw �� f3? zip ail tz.,,fi�4�t `ttt r,ty t.�yi{�`3� a�yY t,E1�� a. a. �irL rest �w�av �����17c,{nt s4< ..,r S �i 'E .a,;. ..:Uci i i :•, Y `, o- •s s, �.)? !}t �a�tl�<�� �,h k '` r 4 4etks�t 43#z`•``i 'n`",,ir,l �t�`�:;E#ff iz.�''a �, „��',`. ,.1 I 7 . ��,li4�t• { l ,.i� � V y,:, 2�LI ij 1 rt y73 9 t �t 2`"St tyt {�i�{z ,{\t'�ri?�'Z tt t .'s artlt{�� ':., '��k�'t t sy.�ns��Y3#���'�'}'�i�t'���t \,'��zz,,•,a,`��z. yy t 014 < r `, �r✓ .'. `� .` Hsu �� ...` � ":}iy` Y; �'���`���''''''���t`�`��, 't�`��`�, # �`� Y vt } iAEGYeaB. ,} t k i t• t" 4S'yitY3�`tt� `ti t t,' ' �, 08/17/05 WED 14:39 FAX 14165843157 DUFRESNE-IIENRY INC. Z001 Facsimile Dufresne-Henry Creating Better Places To Live,Work And ]Play To: Deborah Dachas Fax Number: 413-786-9927 Company: Agawam Office of Planning&Community Development From: David Veleta Date: 08/17/05 Subject: Response to site plan review No. of Pages- 3 (Indudingthispagt) comments The information contained in this facsimile transmission is proprietary and confidential, It is intended for the use of the individual or entity named herein. If the recoieni of this transmission is not the intended recipient, note that any dissemination,distribution,or copying of the information contained in this transmirs ion is prohibited. If you have received this transmission in error,please notify us immediately. If you do not receive all the pages, please call 413-584-4776. Message: The letter references acolor photograph of the site,which is not:included with this fax,The photo and original letter will be hand delivered at the hearing on August 18, 2005. Engineers Planners Landscape Architects Enviyonmentd Scientists 136 West Street,Suite 203,Northampton,MA 01060-3711 Voicv 413-584-4776 Fax:413-584-3157 E-triad:north&mpton@dufresne-hemy.corn 08/17/05 WED 14:39 FAX 1065843157 DUFRESNE—HENRY INC. Q002 -L_ "M Ckdresne-He"ry 101 August 17, 2005 64-P z Office of Planning& Community Development Town of Agawam Town Hall,36 Main Street Agawam,MA 01001 Special Permit Application Resource Control Composting, Inc.—Proposed Compost Loading Building DH#9240047 Dear Planning&Community Development Members: This letter is in response to Plan Review comments tendered by the Office of Pl;uining& Community Development for the proposed Compost Loading Building on Bondi's Island. The comments were received in this office by fax on August 16, 2005- • Title Block. The project address, 190 M Street, Agawam,MA, is cutreully located on the Cover Sheet, The project address can be added to the Title Block of each plan sheet, if required. • Drainage: In response to the Engineering comments referenced under this item,we have: • Added a hay bate dike detail to Sheet C3 -Details to provide sediment control for protection of downstream drainage structures during construction, A construction note will be added that states: 'Ile contractor shall be responsibl,-,for inspection and maintenance of erosion and sedimentation control details." • Verified with the site supervisor of Resource Control Composting, Inc. (RCCI) that the sewer manhole to the west of RCCI(to which the proposed oil/water separator drains)drains to a wet well and then directly to the WWTP headworks and, therefore, does not enter the Town of Agawam public sanitan,,system. Landscaping/Screening&Buffers: The following note will be placed on the site plan (Sheet C2),as required: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." 1C.,19240047(&CC1 Compost F&ci1ity)\DocUMCntAGer%Cr41 Corr eVondenctUA#crst081705,AgawamYlanB4.LF-T.doc ii6wt5t,5t(eet,soiie2O3,NoFthampton,rAA01060-3711 - T,413,584A776 - F:413,SB4.3157 - E:riorthampton@dufresne-htnry.com - ftduftesne-henry.com * 08/17/o5 WED 14:40 FAX 14165843157 DIRRESNE-HENRY INC. ii�003 Aga ant Office of Planning and Community Development August 17,2005 Page 2 of 2 Rendering or Elevations: As shown on the architeeWral drawing(A).), the metal siding of the proposed building has vertical ribs approximately one foot on center. The color of the siding will be in the medium brown range to match the existing buildings. (See attached photo.) If there are any questions regarding this response, please do not hesitate to call our office at 413-584-4776. Sincerely, DUFRESNE-HENRY, INC. arues R. L P.E. Associate JRUdkv,sld Attachments.- Site Photograph c: Bob Magnusson, Waste Management Jonathan Murray, Waste Management K.W240047(RCCI Compost Facility)\DocumtOIAGeneml CormspondenctVAttars\081705,AgawamPianBd.LET.doe AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 16, 2005 DATE RECEIVED: June 14, 2005 DISTRIBUTION DATE: June 27, 2005 PLANNING BOARD MEETING DATE: August 18, 2005 APPLICANT INFORMATION 1. Name of Business: Resource Control Composting, Inc. Address: 190 M Street. Agawam, MA 01001 2. Owner. Springfield Water and Sewer Commission Address: 250 M Street Extension, Agawam, MA 01001 Telephone: 787-6256. ext. 177 Fax: 733-4748 3. Engineer: Dufresne - Henry Address: 136 West Street, Suite 203, Northampton, MA 01060=-3711 Telephone: 584-4776 Fax: 584-3157 PLAN REVIEW Scale: I" = 200' Date: September 21. 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address should be placed on the plan. Description of Project: Proposed construction of an odor control building adjacent to the existing compost plant building that will be used as a truck loading facility for finished product. Site Plan Review Page 2 Description of Site: Site is developed as a waste water treatment facility located on Bondi's Island. Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: See Engineering comments (attached). Public Utilities: Unchanged. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Unchanged, Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: N. A. Other Comments or Concerns: TOWN OF AGAWAM Jt MEMORANDUM To: Planning Board CC: David Veleta—Dufesne-Henry, Bruce Leiter— Springfield Water and Sewer Commission, John Stone—DPW Supt., File From: Engineering Date: July 17, 2005 Subject: SP—462 "Site Plan—Resource Control Composting, Inc." Per your request dated,June 27, 2005,we have reviewed the Site Plan entitled, "Site Plan —Resource Control Composting, Inc" 250 M Street Extension and we have the following comments: I. Please add erosion and sediment control BMPs as needed to protect downstream drainage structures during the construction phase. Inspections and maintenance of all proposed BMPs shall be preformed by the contractor as necessary to address sedimentation on the site, 2. Please verify with the proposer that the proposed sanitary sewer alterations outlet directly to the treatment plant facility for treatment and do not enter the Town of Agawam public sanitary system. I - If you have any addition4uttestions,please feel free to contact this division. A L oln G' Decker, E.I.T. Ge anne J.foytn' a , P.E. Civil Engineer I /T n Engineer SAM462 Resoucc Control Composting ln6462 Mcrno02-doc MEMO RECEIVED To: Planning Board JUL 1 9 2005 From: Sgt. Richard NILES, Safety Officer Subject: Site Plan - Resource Control Composting, Inc. PLANNING BOARD Date: 0706/2005 Proposed building would located at such a distance for the roadway(of Rte 5) as to have little to no impact on pedestrian,bicycle, and or motor vehicle traffic safety. Respectfully Submitted - -4A--�S4p,t eichaArd NILES Safety Officer, Agawam Police Department MEMO TO: Board of Appeals FROM Planning Board SUBJECT; Site Plan- Resource Control Composting, Inc.- Bondi's Island DATE June 27 2005 Please be advised that the Site Plan for Resource Control Composting, Inc. will appear on the Planning Board's July 2 1" agenda. DSD:pre MEMO TO: Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board' SUBJECT: Site Plan- Resource Control Composting, Inc. DATE: June 27 2005 Please review and comment on the attached Site Plan for Resource`Control Composting, Inc. at Bondi's Island prior to the Board's July 2 1' meeting. Thank you. DSD:pre JUN 23,2005 09:55 R.C.C. 731-1537 Page I- JUN 19-2M 1 a;a 1 TOWN OF '786 9927 P.02 ACYAWAM PLANNING BOARD Form I on for Ue PIaA Approval Please complete the following f rm and return it and Za coes of the,Site Plan.to: PUM4 bow Office of PlurLS and Community Development 36 Main Street AgonaT4 MA 0100 1. Name of Bushms Addre..� .. o A40 v /i'w Aa 409 144y ,+ 4 a� -.2 .; Tell phone Name of Apph t*" �! .-F ° > k °. Cpo,rNe.' QaG(i /r1R rMr+rf�' ++Ik`t ePd 4" FJ2 3. Nam off . Telephone Pit=give a brief desc pdon offt proposed pro e a Town of Agawam Inspection Seruices Department` Building Inspection Code Enforcement MP 36 Main Street,Agawam, MA 01001 Dominic Urbinati Telephone - (413) 786-0400, Ext. 210 Richard Bosln.1 Inspector of Buildings Fax(413) 786-9927 Sealer of Weights&Measures Enforcement officer ----------------- Robert Maloni Plumbing Inspector MEMO Cross Corinection Surveyor DATE: June 13, 2005` TO Planning Board FROM: Board of Appeals RE: Site Plans for: Springfield Water& Sewer Commission 190 M Street' Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35)days of the above referenced date, we will assume that you have no objections. yRESOURCE CUNTROL COMPU"�� STING INC ESSEX FRANKLIN "A0% 4""' ACHUtowi .115 A(A03� AWA.m M Z:iti HAMP+i.lgp IRIIVDUESEx su A& ETTO% WORCESTER NORFOLK HAMPDEN, PLYMOUTH 'S.. MRNSTABLE ^ AGAWAM DUKES NANTUCKET I LOCATION "R I N kt 3 F 1, E L I 1 WATER 190 M Street, Agawam , MA • i Bruce v � ,dY o a �x 3: �y s .. .....:, :s ... ....; ,,, .. Leiter, I ra INDEX OF• SHEETS- _ x •�., sj.. �.• .xt. ,'-...}' v . ..' p .a•� ' .,.7 �d, �# x ` fi'= ' F 'r' sw _ ".'. ..<, j a" SHEETN r. TITLE.. _. �P 4 , VF tH , SHEET + COVER s r k w r 5 k F " , ..... nip....:. r ,�': a,• c PROPERTY AND FACILITY PLAN �a •. I .,....: c* a �. .. ... ,. :.. .. :.. ,, � � , � `.' " , C1 RC CI EXISTING CONDITIONS s_• �� r S, t` " a # w PROJECT LOCATION # S t µ; C2 SITE PLAN a C3 DETAILS 3y . AlPLAN, ELEVATIONS AND SECTION -a pop v .+ �� � 4� * * � w * � w "� y. �r spy,^k s s u � - ., .. ��• * « dF R < MIA " ' 5 r � ,� • " w • e '�, . +�pR�-'��.� w4 , ti it/ "`,� r E * n • .*Y ;...n r�5•t /{-�� a N * � * „..���R* *w.w®** ,fit � ., , a4s � � �•v.:.� * f " * ,�.yy,y�'�na..;,.: - * ��+tip 4'� �� ��'''• r` a "' ��`� ; M . * , R Ftl* 4 -•{�i. - Y n • I 1 1 * : .. *�* .a .Y*!« �+:''N . L,*� lt'" ' ,�� 't A ir° j #wvs^ d:` t t{`y. '�•S �t $ 5 >e t , - ` JUNE 2UU a. rV V Ln 0.. VICINITY P' N tQ' ='e 1 .- "� , r REVIEWPRINT r NOTF CONSTRUCTION JUNE 2005 -- Duforesnemmromenrmff tl Northampton, Massachusetts 0 CL 1. (413)5 -4776 * Fax(413) 584-3157 { w.dufr-esne-henry. a OFFICE LOCATIONS: VERAtN7. Montpelier North Springfield South Burirtcn NEW N H EaManchester 4 �c� l� p * PortCharlotte Sarasota St Cloud CON ! " UT*, itVt Hartford �u 12. PRopl LINE IWORMATION SHOWN ON THIS- PLAN WAS TAKEN FROM A PLAN 1. LAND AT SOUTHEASTERLY CORNER Of TREATMENT PLANT 7. C17Y OF SPRINGFIELDo CITY OF AGAWAMo AND 10. 1.2 AC. PARCEL OF LAND SHOWN HEREON AS *PLAN OF LAND, AGAWAM AND WEST SPRINGFIELD, MAP PREPARED FOR IS OF RECORD AS OWNED BY ESTA WORKSHEET TITLED a TE OF ESTHER COHEN TOWN OF WEST SPRINGFIELD HAVE SANITARY SEWER, NOWNER UNKNOWl IS SHOWN ON ONE OLD TIGHE BOND. INC# . DATED SEPTEMBER 14o 2000. SAID PLAN WAS By BOOK 1821 PACE 87s HOWEVER MOST OF SAID LAND WATER, LEACMTE AND STEAM PIPES ENTERING THE 19OND INC. S REEESENCL. LD PREMISES FROM VARIOUS LOCATIONS, SOME OF WHICH AS BEING OWNED By CITY OF AGAWAM. HOWEVER NO IS FENCM OFF AND OCCUPIED BY CITY OF SPRINGFIE1 RECORD DOCUMENT WAS FOUND TO SUPPORT SUCH CkkTO BY E.B. HOLMBERG & ASSOC AND IS ON FILE AT TIGHE CITY OF SPRINGFIELD WHICH MAY HAVE ACQUIRM UNWRITTEN RIGHTS IN SAID LAND. ARE SHOWN ON PLAN BOOK 238 PAGE 102. OTHER OWNSiSHIP. fR FORMATION SHOWN ON THIS PLAN WAS TAKEN FROM AERIAL MAPPING PIPES MAY NOT BE SHOWN. 13. PLANIM, IC IN N BY THE C17Y OF SPRINGFIELD FROM AEROTECH CORPORATION. BOOK 1673 PAGE 471 2. FORMER EASEMENT ACROSS LOCUS IN BOOK 1949 PAGE 543 N IN FAVOR OF SPRINGFIELD GAS LIGHT CoMpANy WAS E)MNGUISHED 11. THE FOLLOWING PARTIES MAY HAVE RIGHTS OF ACCESS BOOK 1675 PAGE 540 Zl I -I BY CITY OF SPRINGFIELD'S ACOUISMON OF LAW OF SPRINGFIELD 13. UNDERGROUND CABLE MARKERS WERE OBSERVED ALONG OVER THE PREMISES. HAS PRACTICAL 1I BOOK 1792 PAGE 483 THE FORMER "Hm STREET AND 70 THE SOUTH OF THE A) COMMONWEALTH OF MASSACHUSETTS MERIDIAN OF W 83 By G-P-S- GAS LIGHT CO- IN BOOK 3410 PAGE 172. ENO OF THE RECORD EASEMENT IN THE TREATMENT PLAN ACCESS TO ITS LEASE ARM SUIT No DOCUMENT FOUND. BOOK 1792 PAGE 486 SITE, HOWEVER NO RECORD EASEMENT WAS FOUND. B) eco/SPRINGFIE]LD HAS ACCESS RIGHTS SPECIFIED IN 3- FORMER EASEWENT ACRM LOCUS IN' BOOK 969 PAGE 5W BK.joa3j 'p.34, BM EXTENT OF RIGHTS Is UNCLEAR. BOOK 1792 PAGE 488 IN FAVOR OF Tumor, FALLS POWER & EIMMIC COMPANY 9. EVERY EFFORT WAS MADE TO DISCOVER ALL RECORD C) CONSOLIDATED EDISON ENERGY' MASSACHUSETTS# INC. BOOK 1793 PAGE 63 WAS RELEASED AND DISCHARGED By DOCUMENT RECORDED IN EASEMEN7S AND RIGHTS OVER suejEct PROPERTY, OUT AND/OR ITS TENAN1`S MAY HAVE RIGHTS OF ACCESS PAGE 179 BOOK 6177 PAGE 392. THERE MAY BE UNRECORDED RIGHTS WHERE PIPES ENT0 By AGREEMENT OR BY PRESCRIPTION - NO DOCUMENT FOUND. AppROX HAR&W & LMD CoMmjsWON LIAC OF' 1914 BOOK 3410 PROPERTY. THEREFORE ANY CONTRACTOR DOING WORK ON BOOK 11127 PAGE 317 4. LOCUS PROPERTY IS SLIM= TO RIGHTS AM EASEMENTS THIS PROPERTY MUST CALL DIG-SAFE, AM THE PUBLIC (PORTION EAST OF ROUTE 5 RECORDED IN BOOK 1734 PAGES 547. BOOK 1,690 WORKS DEPARTMENTS OF SPRINGFIELD* AGAWAM AND OF 1RE-AW0 FM ftT&W PAGE 590, .BOOK 1900 PACE 171, BOOK 8206 PACE 218 WEST SPRINGFIELD BEFORE DOING WORK AT THIS SIM AREA 62.8 'ACRES 15. FOR rIcj)-r C014I VNK REFERENCE� SEE PLANS RECORDED IN THE FOLLOMNG: P.B."C'm P.38, P-8.7* P.69-72, P.O. 16 P.94. P.B. 18 P.O$ ONN9:c; uF EO WA TER UNE IIII S.59 P-0-18 PP-114-115,o P.O. 21 P.37s P.B. 23 P. 28, P.O. 23 c STATE - 16. P.O. 41 P.94. P.B.90 N�F E��AGE 87 P. 12, P.B. 34 P. 15v P.O. 41 P 1 IAC ioOK OF TrR V CITY OF P-87. P.B.238 P.102, P.B.240 p.67# P*6.313 PP.69 & 82. r No ATER V S. SEE ALSO UNRECORDED 'UNDERCROUND CAOLE MARKERS P *ACCM PMP ANO FACILITIES -42 loll WMINLUMW RIVER AT BUMS. ISLANO# WEST SPRINGFIELD AD NO RECORD DOCUMENM AGAWAM. MASS. PREPARED By THE commoNwrALTm OF MASS. AMINO WATERWAYS, NO2*4fpv .!:�il %ANO IN 111.00.0-ol RVEYED FOR AREA 440.43" 00 0."_ 00 By UDGE .50 IP NSW0"R7H ASSOCIATES INC. DATED ORIGIAW. LOCARONS JAN.11. 1974. REVISED APRIL 6. 1974p ALSO t4l PLAN ENTITLED -SANITARY SEWER FORCE MAINS SUBJECT 70 3A00?n SEWER WE)WEAUS TO PROPE BOARD OF SELECTMENs TOWN OF WEST RIGH7S OF -11 OS D S UD TOWN OF AGAW40- SPRINGFIELD. MASS.' PREPARED BY TIGHE sco1�13PRNGF7ELD, LLC ..40 AGE 590 BOOK 1690 P GE 74 BOND. DATED APRIL 1972. 8K.1085 1 &VK 2949 PA C) DETAIL #1 LENGTH BEARING L PLAN BOOK 18 PP.114 f 1-4 11 010WER UNKWON 0 BE NIF CONNEC77CUT P-34 so. Pilll BOOK 90 RAGE' --j NCYt M SCALE VALLE"VMrY ELIEVED r ?" Ld Ll 198.22' N38*03"03V COUPAWAM w 1.2 AC..+ALOW Ewe SUBJECT TO 0 1 OF' RMRSEr Atoir ta RiGHM OF z ill N VC *01 4 ;7 - 286.61 S84!0011 40W E4SERENr To WESMW M4SS. E ftv/spy P)ZO 1.2 LECnW Co. BOOK 1734 PAGE 547 PLAN BOOK 21 PAGE 57 Lk I L_> Itj N51052"01'*E uj L3 77.25* LEASED rO COMMOMwALny or u. MASSCHUSEITIS BOOK J171 PAGE L4 187.04' N3frO7'59*w 697 s3tr07"59'*E 585. TO*N, E,&r?WEN ACAWW'AAV WM 74' L5 L I SMNGnaD 'FoftEft Y J,," SIR A 693.34' S3fr07'591pE 6 K COAWEMUT AVME�;StjfiLMr To EASEkrW TO Sa of, i oo'.* N51*52'01*E *ASS.'I�vj=W. Co. WOK 1900-I'l 100.00 PAX. 17 1 00 S55**5055*W p ill 250'+ L.8 VSMIDA TED 100.000 BOOK 10861 PAGLE 95 LIZ w SEE " BOOK J13 lw�169 7 To SWW EM OR= Aa4WAM or EE D 08SM$W DURING SURWY fj I I PAGE 54 .010 y -ROUTE- 5 STATE HIGH I-SPRINGRE1 ��LLC UNDMQW&W CA&E 94RXM ETAIL #I NO RECaW PLAN 2.M PAGE I UXUMEMM FWND 000'. - _ III - 15, 1952o PL0 900K 4 AG4WAAj LAyoUT OF AUGUST WOK 41 ------- Mff OF' WnVM I Al 'W' " 10I LA 00or 0 "4l =32-33. �ol =328.'J5 \j A .40, xx c"y or �44 IL x x SPAwvGnao Aft Ax .01 O� 39 V _t SUBJECT 70 COVENANT SEE WOK 6206 PAGE 218 SEE P01N &)OK 240 '0 OPP -Ol C0VWUDA7EV EDISON PAGE 67-68 LEG UJ2 COAMUDA70 LWEMY U45S4CHUSEl INC. //If WWN &VERGY SOUND FOUND BOOK 10861 PAGE 93 00 LANDFIl 00 SEE " BOOK 513 PAGE 69 A P. 6 ON LINE I.P. FOUND NOTE APPARENT ENCR04CHMENr a57" OFF' CORACR OF,BUILDINGS OWR PROPERTY LINES PROPERTY LINE EASEMEW PO ItESTERN U4SS. UECTRC ii�O J EASEMENT LINE BOOK 1734 PAGE 547 PLAN aOOK 21 PAGE J7 TOWNI LINE DETAIL #2 LEASE LINE NOT TO SCALE WATER LINE # APPROX. LOCAYION OF 1914 ' HAROW & LAND COMMSSION LINE ZONING SETBACK, LINE FRONT - 40 FOOT SIDE RM - 211 ft)OT I CERTIFY THAT THIS PLAN HAS BEEN PREPARED PROPERTY AND FACIL17Y PLAN ACCORDING TO THE RULES AND REGULATIONS OF PREPARED FOR SPRINGFIELD WATERo LLOO THE REGISTERS OF DEEDS AND I CERTIFY THAT ON BEHALF OF THE PROPERTY LINES SHOWN ON THIS PLAN ARE SPRINGFIELD WATER & SEWER COMMISSION THE LINES DMDING EXISTING OWNERSHIPS AND THE FOR LINES OF STREETS 'AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRrVATE STREETS OR WAYS ALREADY SPRINGFIELD REGIONAL WASTEWATIER , "TREATMEW FACIL17Y ESTABLISHED AND THAT NO , NEW UNES FOR SPRINGFIELD, MASSACHUSETTS DMSION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. 'PAMnV CMK SHERIDAN 4j Nl 200 0 100 200 400 -A 'nNG ENGINEERS 11GHE & BOND, CONSUL zf-op WESTFIELD, MASSACHUSETTS 01085 D_ ED LAND SURVEYOR DATI SEPTEMBER 210, 2 SCALE:- I 9/25/00 $1043\PROPERn 1� LEGEND TBM = TOP SPINDLE HYDRANT ELV. = m 0 C1LLAf L? 55.96 (SEE NOTE 1) CATCH BASIN ri CB �a RIM=52.27 ELECTRIC MANHOLE (ID1W 18 RCP -4,.07 CL HYDRANT S MANHOLE SEWED' MANHOLE` O' o WATER GATE SPOT GRADE x ` 55.00 ELECTF I ALICOMM"UNICA I N - U E WATERbias UNKNOWN UTILITIES' � a 4" VERTICAL PIPE t 34.60 NOTES.- }-} RIM 55.5 It U) INV. 4"C.I.=53.0 1. EXISTING CONDITIONS BASED ON SURVEY ` COMPLETED BY HERITAGE SURVEYS, INC. ON t GRAS'. . NOVEMBER 9, 2004. ELEVATIONS SHOWN ARE: BASED ON GPS POINT 268, OBTAINED FROM41 THE TOWN OF WEST SPRINGFIELDY lop U) > ELEVATION= .?4 NAVD BB DATUM 2. APPROXIMATE LOCATION (AND DEPTH, WHERE �� � INDICATED) OF ELECTRIC, WATER AND UNKNOWN 1 �� UTILITIES I BASED ON ELECTROMAGNETIC INDUCTION AND GROUND 'PENETRATING RADAR SURVEY PERFORMED BY RADAR SOLUTIONS t� CHLORINE RA R 1�N EDGE OF NIT �i BIJ11N INTERNATIONAL ON MARCH 2, 2005. THIS SURVEY PAVE IS APPROXIMATE AND MAY NOT BE COMPLETE. THE , � i m, ZONE OF MULTIPLE: UTILITIES IS LIKELY TO CONSIST .` of OF LARGE DIAMETER WATER AND SEWER MAINS FOR THE WASTEWATER TREATMENT PLANT. r : ,''� ` uli 3. THE ACCURACY AND COMPLETENESS OFMP !NG cn cn UNDERGROUND UTILITY LOCATIONS IS NOT ��' GUARANTEED. CONTRACTOR SHALL LOCATE ALL I Cll�,1T�° � �` UNDERGROUND UTILITIES. NOTIFY DIG SAFE AND CARBONto THE SPRINGFIELD AGAWAM AND WEST SPRINGFIELD � BIT. CONC. PAVEMENT i , RECEIVING �° � PUBLIC WORKS DEPARTMENTS BEFORE BEGINNING UILtIN► { WORK. ' FIN. s5.rr FL US2 f z > 1 OVERHEAD WALKWAY DOOR � DOOR S:S OD METAL , { 5&73 FAA 1 F° 'M1 F �'' TF ( M -�--. CONC. ° �"` — - "� SUPPORT CONC. f 6.33 i SUPPORT Q PAD -'_ l -fig ---- t! ru u E 6 of �___ 2' DIA. VERTICAL PIPE -' � 0 uce / 0 1 Q Lid 7 / ., cl) dLui .» i W 16" METAL i LIGHT POLE: � 5423 D ui .ram•" t w t W 5 � r s 4 AA t 24" CB t GRASS RCPa .®'_� S INV. °'R P IN=453 ZONE OF t, Q fS 24" R'Cp INV. 1 "RCP Phi=4 e 1 w MULTIPLE UTILITIES 6 r �S INV. 24"RCP OUT 44.16 RIM53.9Q Q' t INV: 4"RCP IN=46.50 as 24, CIS RCP INV. '24"RC'P OUT=46.50 6.5TO � 6.5 TO 7 MANHOLE <SIGNAL (9 RIM=5,3.83 MANHOLE BIT. CONC. PAVEMENT �� 6 (UNABLE TO OPEN BIT. CONC. PAVEMENT ------------- svo r 0 SIGNAL UNDERGROUND GAS "'VD Svo MANHOLE svo IP Otk OF PAVEMENT ca ' svo w ---,�„�.,,.. - ..,.� -- ---- ------------,�....,,,-- � � z tr > uj 54 :C IN 04 rn u 2 8 3 CRASS ------_�-_--------- � �s -- _�..,_��__....—� -.gym t3 o a C�,1 ct . CRASS r 10 0 101, 20' REVIEW PRINT C6 _ N�V,� �'"RCP =46.95 '�"---.,_.�� SCALE: 1 " 1 -- " NOTFOR CONSTRUCTION JU TE 2005 Sheet °I of 3 D °' 00U[812 l 4- LEGENDTBM TOP SPINDLE HYDRANT ELV., = BOLLARD0 .96 (SEE NOTE 1) C I3 CATCH BASIN, RIM= 2;27 C ELECTRIC MANHOLE r� INV. 1S 'RCF� _�-7.0 o - HYDRANT z MANHOLE SEWER MANHOLE Cs7u WATER CATE SPOT GRADE 5��4. D ELECTRICALS'°COMll UNICATICNS UG WATER UN 141�3I�VN UT`ILITTIE'S 0 '+ 4" VERTICAL: PIPE s NOTES. '4 it i 1, SPRINGFIELD 'WATER AND SEWER HAS INDICATED , CRASS THAT NO WATER OR SEWER MAINS SHALL BE ` �- ------ LOCATED UNDER THE NEW BUILDING. CONTRACTOR `� SHALL DIG EXPLCRATRORY TEST PITS AT LIKELY WATER AND SEWER MAIN LOCATIONS. IF ca ENCOUNTERED, RELOCATE MAINS OUTSIDE N` BUILDING FOOTPRINT. � SMH 2. REMOVE PAVEMENT AS REQUIRED FOR RIM=55.5 EXCAVATION. MEET PROPOSED GRADES AND MATCH INV. 4 C.1.=53-08 CHLORINE uj EXISTING PAVEMENT, .. REMOVE A DONNED 2' DIA. EDGL: OF PA E ___-- �t BUILD{NG CORE DRILL EXIST. SMH` PIPE ABO AND BELOW G E :. I rLei ' 4 INCH PVC SEWER -. ', FOR 4" PVC PIPE UP TO LIMITS OF 'PAVEMENT :, ' ���� �� REMOVAL UNDERGROUND INV IN=5 .10 LOCATION IS APPROXIMATE. u� COMPOSTING r` APPROXIMATE LIMITS FACILITY OF PERMANENT TRENCH PATCH I,e cn OIL/WATER SEPARATOR (SEE DETAILS r t=a RIM=55.25 CARBON , E3IT. CRI _ :PAVEMENT,' INVERT IN=53.58 , III r - REC IV G ,3 INVERT OUT f co BUILDING PROPOSED BLOWERS ;. , Of FOR ODOR CONTROL � 2 INCH C.I. FORCE MAI RHEAD' . ALI�'1ry DOOR,' _ OWE �.� AL , ICU _..:--''� r r I -- PAD --.� Ems- e, .� �" �, :;- 4= ` f ; _77- 1 ! t t . '... _ w REMO EMETAL Z PLATF RM AND 2% MIN SLOPE' ;� RIM 54.SCI: r �-- r f 0 .... r' O DRAIN cn SUPP RCS .. - � t3 „r r t _ , Lu _ , ., EXISTING CONVEYOR ,FOR x � , . : . ,.. tr COMPOST LOADIN , 1M 1 METAL r r a LIGHT POLEAA- 5 : :: a .: :: - .:. ,. .: .. :.: .e•. , .. .' ::. ;.,. .. r :. .". r•. n•+ ! -. .'. 13-30 e . 4Y' Ld m,. BRASS: ZONE OF CB .24•' R - �.._ as rr RAISE W R GATE TO MEET' as (I 24 RCP NEW FI ALRADE - --� MULTIPLE UTI IES � RIM=5:3.9t1 tI INV. 4-"RCP IN=46..54 CB U as " e� INV. 24"RCP OUT=46.51 RCP' RIM=5 .96 R � TO' 7 ° INV. 4"RCP IN= •5.96-- -�- a INV. 1 "RCP III=44.1 PROPOSED COMPOST LOADING �� 6.5 TO 7 � INV 24"RCP CUT=44.1 .�.� _ Q) SIGNAL BIT. GONG. PAVEMENT ` �; � MANHOLE 14� MANHOLE BUILDING. SEE 'SHEET Al. �� RIM=53. (UNABLE TO OPEN) 'mow RELOCATE WATER GATE OUTSIDE ` u, .,,.w � ., �„ . �..,�- � PRUI`vi�fiE �.fi�IT�' F PA '€t�€FJT REM�3itr�. # w MEET PROPOSED GRADES AND MATCH 'TO � BUILDING EN1+ WPE, ���va 3 4. r` REMOVE METAL LIGHT POLE COPPER SERVICE LINE TO BUILDING EXISTING PAVEMENT ' AND BOLLARDS, (SEE ELECTRICAL CL OR MATCH EXISTING IF LARGER. PLAN FOR WRING DETAILS) n, r BIT. CONC. PAVEMENT 9 S , SIGNAL �' MANHOLE° UNDERGROUND GAS 1� Sb' }Svo c� �- w EDGE SSE PAVEMENT 8 04 t EIvtENT l � S �- __-_ ___ - ____ _ rN 14 S UNDERGROUNDv 53 -�-_-v_ � _t _� -_ _- ___ a) GRASS -----_�:___------ _�.�:_-__�_�_� `l � _�,�—_----_--�� _�_� � � � r� ___ -- a __� �_ �_ �_ GRASS -------------- UPRINT e3 CB RIM=50.60 REVIEW INV 12 RCP =4 .95 T FOR 2 0-ft CONSTRUCTION �a Sheet 2 of 3 tr DI C3OU812 st CURB BOX` WITH PLUG STYLE COVERMT to m U. 2' MIN. E ARCM PATTERN CURB BOX, Ab ARCH PATTERN CURB BOX, PLUG STYLE COVER EXTENDED LENGTH IS °° IN ROAD CROSS COUNTRY EXTENDED .LENGTH IS 4w Z TRENCH LIMITS 6" —6" MIN. 1 1/2" TOP COURSE STATIONARY ROD COVER 12"' 2 1 " BINDER COURSE PERM. PAVING LOAM AND SEED' EXISTING SERVICE LINE SAW'CUT PAVING � FINISH GRADE fi" OF SANG AROUND 1" TYPE K COPPER TUBING TUBINeo Nw :, y GRAVEL SUBBASE ". TAP MAIN AT 3 AND 9 ^ . �,+�,• + COMMON FILL MA e lhtlPpt,. f3'QI.UCK POSITIONS REDUCING BUSHING OR COUPLING ex WATERM AS REQUIRED TO CONNECT TRENCH LIMITS NO BOCK SHALL WITH EXISTING SERVICE. PROJECT INSIDE 1" TAPERED BALL CORP STOP INSTALL " BALL VALVE BRICK OR FLAT STONE D+2 FT. OF TRENCH F81000-4—Q--T A) WITH 1 CURB STOP " LIMITS QUICK JOINT INLET AND TEE (B4 4 Q WITH 1 HEADER ADAPTER, USE 2 QUICK JOINT INLET AND WRAPS OF TEFLON TAPE.. BLANKET MATERIAL 1" QUICK JOINT OUTLET t CRUSHED GRAVEL BLANKET 12" r TYPm. PIPE k4 I 1 ALL PIPE OR CC THREADED JOINTS TO BE SEALED WITH TEFLON PIPE JOINT SEAL TAPE PTFE). QUICK TYPE BEDDING o CRUSHED 6 RA L WHEN COMPRESSION JOINTS ARE NOT SEALED WITH TEFLON TAPE.. EXCAVATED MATERIAL CONTAINS STONES OVER 2, 3/4" COPPER TUBING WILL NOT BE USED. ALL SERVICES WILL BE 1" OR LARGER. 6", OTHERWISE BED PIPE, ON COMPACTED 3. THE CURD STEP AT THE WATER MAIN" IS FOR EMERGENCY USE AND WILL BE BURIED --FEET BELOW FINISHED OR UNDISTURBED GRADE. u� NATIVE MATERIAL. 4. A SECOND OPERATIONAL CURB STOP WILL BE CUT-IN AT THE PROPERTY LINE, THE ARCH PATTERN BOX WILL BE SETuj AT FINISHED GRADE. c X 6 BOTH CURB BOXES WILL BE MEASURED FOR LOCATION TIES. A MINIMUM OF 3' TIES FOR EACH BOX. ¢ ' " I L VICE DETAI T P I A L T E H E CTI O N NOT TO SCALE NOT TO SCALE z z a MANHOLE `' ', STORMWATER, GRAVITY AND FORCE MAIN PIPE SITE CONTRACTOR TO 0 REFER TO PLUMBING PLANS FOR CONTINUATION CONFECT TO STUB FROM BUILDING. z COORDINATE WITH SILTATION FENCE PLUMBING- CONTRACTOR. . Y U LOCATE PIPES CLOSE TO EDGE OF FLOW - -"'» D OPENING FOR TEE ACCESS. PROVIDE 32" DUCTILE IRON _. i} ,p U) " �, NON. SHRINK . } "p » �' � VENT PIPE INSTALLED CLEAR SPACE BETWEEN PIPES FRAME AND LID - - P GROUT F Y . s . DANCE WITH — } IN ACCORDANCE FOR BASIN CLEANING. • , ,. ° . . ... `_- _°t°Y p.a Y: MASS PLUMBING CODE STANDARD PRECAST y " NEOPRENE SEAL _- CONCRETE CATCH BASINa a KEY HAY BALES AND FINISHED GRADE SILTATION FENCE 6"' FEII BEDDING DETAIL INTO SOIL. FINISHED FLOOR ''"` " ( E ti..+► PREC 1 ' E DETAIL SILTATION FENCE P 1,P ANGLE FIRST STAKE NOT TO SCALE; TOWARD PREVIOUSLY 2" VENT PIPE 13" MIN s BALEYr. NJ . F 12" (TYPICAL) 5 C# FLOW' — - - ." SLOPE TO 4" _ s Y - CHAMBER Y ® . p ® Y " Y{ PUMP 6" MIN IN �4" DRAIN F a w tl a YW Y ® F P 4 OUTLET Y .F F 4- _ -Y _ —MRE OR NYLON 2" Cl FORCE MAIN INLET ,, _ p >. FROM SUMP IN BUILDING ,. � `. °«= i Y . .p .` _:. • BOUND BALES ®_ Y - • . +.° y PLACED ON THE "° " C.I. TEE 48"0 18" MINIMUM - F CONTOUR ''}i tl . r .. w L+�ON TSJiJ R. WITH CAP WATER SEAL (TYPICAL) iT\ } 2RE—BARS, STEEL PICKETS, �.,.�..., OR 2"x2" STAKES 1'-6" TO _ Cl" IN GROUND 12" MINIMUM MORTAR FILL. {ANCHORING DETAIL � z c REMOVE SILT PERIODICALLY AS NECESSARY. � w ;STRUCTURAL FILL REMOVE SILT AND .HAY BALES MEN CDi� �- OIL /WTER E / I"'" I I�, DETAI � CONSTRUCTION HAS BEEN COMPLETED. A "'NOT TO SCALE co HA T rd' A SILTATIUIN FENU"'* E DETAIL 2 NOT TO SCALE a 0. c. a o u {t a REVIEWI NOTFOR CONSTRUCTION JUNE 2005 Sheet 3 of 3 , OOU812 CARBON COMPOSTING RECEIVING FACILITY BUILDING 00 DOOR DOOR CLI r. �. . ALIGN W "EIST: L � 4. DUCTS 00 I � I _ — — -- C �11 EXIST. 26'—D" '—O 14'-0" O'—B '�- " '— * TOWER _ � EXIST. BLDG. � 1 '_O# BELOW 1 a EXIST.U5 7 � EXIST. HANDRAIL HANDRA t_ — �y EXTEND ROOF TO _ FLOOR EDGE WALKWAY 1 8" - 1._O„ I ' I � Lu I 7 METAL j ROOF 1 2 3 4 6 7 < r CE PLAN " = 1'-O" © a 0 co e-i3 FRAME °' CANTILEVER METAL ROOF EAVE22'— EL. 1 EXIST. METAL PURLINS w -- ROOF ��,...,.� RAILING EXIST. 1 p OVERHEAD 1 U WALKWAY u U Lu 0 LL 0 _:... 4 B c)' w VARI ES REMOV E EXISTS • :� HANDRAIL. ° EXIST. „ DUCT LIGH T , COL.... METAL . ALL .. TYP.) :. . PANE. L ° EXIST., I3EY©Nl� 4 EXIST, BLDG. OMIT LIN -R F<F. EL FACILITY PANEL--,_ s_ BLDG. GIRT TYn SLAB I -FOOTING' I I Q WALL - �- -- BEY OND EAST ELEVATION SOUTH ELEVATION /8� � -o� SECTION r8 -0 31- /` 1 - FACIA TRIM EXIST. RAILING 1 � 1 I FACIA TRIM , TYP. Lu is° a .:. t • ',.. �E �r ,+ r e i 4- . + ---PRE-ENGINEERED �`5 o' EXIST. �pry 0�/ /� EXIST_ .. _ U. U.1 CONYEYV_. ,, ..,., H EAI v OVEN EXIST. � _. _, RE. , P ENGINEERED A , co W LKWAY N WALL ,. , ' . NEW COMPOSTING PANEL FACITIY BLDG r o BLDG —EXIST. LADDER LIGH T y c , a� c F. EL e�. a� COI_. O .. ► ci BEY D ' NEW . . , .. 0 BEYOND FINISH GRADE WALL '--LIGHT' A I FOOTING BEYONL? � I PROGRESS PRINT CARBON RECEIVING NOTFOR BLDG. MOT SHOWN 1 NORTH_. ELEVATION ZSECTIONFOR CLARITY WEST ELEVATION CONSTRUCTION 1/8 MARCH 28, 2005 Street 1 Of 1 DI _ W SOME ADVANTAGES rounds pesOF GROUNDSCAPES' TECHNIQUES AND = ft MATERIALS • We make our own compost using recycled, locally produced feedstocks Offering effective, innovative, environmentally responsible Our compost products r • 3 �' are carefully monitored solutions for erosion and and thoroughly tested sediment control since 1999 Our compost meets the highest quality standards Development such as construction • Compost berms and and roadbuilding is inevitable, FilterMittsrm can be left but the damage it can cause to in place after installation the environment is not. Conventional Our compost blends can also be on many sites solutions for mitigating erosion prob- formed into berms or used in our . Unlike some other' lems are often ineffective, and can FilterMittsTM to contain and direct sur products, our FilterMittsTm introduce problems of their own. 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Compost binds heavy fining stormwater runoff during con- metals and other Compost and compost blends pro- struction, reducing suspended soils contaminants removing vide the foundation of our approach, and sediments in runoff, protecting them from runoff water The efficacy of compost and'co-cam soils, stabilizing and revegetating post (compost carefully blended with Landfills, etc. • Cost- and labor-efficient chopped 'wood waste material) has In addition to erosion control sery • Compost aids in been demonstrated by extensive uni ices, we are also a source of cocoa hull revegetation situations, versity study and through actual use mulch, premium compost for compost providing a seed bed or in public and private projects around tea making, and for unfilled, burlap, amending soil the country for a number of years. filter mitts. And our sister company, ` germs and Mitts have Our methods provide superior results, Eastern Landscape & Design Contras- a long working life when use products derived from natural tors, offers a full range of residential and maintained with our materials, and are environmentally commercial landscaping services. compost tea applications superior. Applied to bare or exposed soil, aGroundscapes Express, Inc. even on hillsides, our compost Earth BlanketsTm prevent erosion by absorb- ing the energy of falling rain and df (508)384-7140 fusing surface flow. They also provide For more information on our products and services,; a seed bed and improve the soil please visit our Web site at where establishing vegetation is called <www..groundscapesexpress.co > for. Groundscapes Express is pleased to help sponsor the MACC newsletter and to support their mission.