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Home My WebLink About2001-07-11 Civil Review F fro. -24-01 01 : 54P lDJK & Associates . Inc . Land De mlapmsnt S e F V 1 [ e s i Magirwrtio".xee.34a[ras� rtr ate* Cnwhsve"niv wrdl&nm andtamfw kz ow rcmfminilco j4,, aY I4,2001 LI?2L CCE I21Z E7t B77, xWu-- Lac. � M' 06716,52 Mi. 110di A. Griffin •To—n PLvv az Community Development sSeaviceo Tawn of'North Andover 27 Cha�res��m�t , Norio Andover,MA 01845 Re, Roue III Cu Wish North Andover,�YiA Elea:Held! V #$e HMSen B sdin,Fstc- (NTH$)has received 00 Traffic Imp act 5:udy ReFuLrE prepared by phrmot J- eity"5o ates,ins,(dated May 16,2002) fvr the above refesea d ps-c e&t.A thorough traffic review has been canducted and V'HB finds no sigsfte:ant sues with dais report,VHB"s conrama in ttus m,attar are sadsfix%d&nd no l+uther engineering revitw is required at this time. U YM have any questions Or CaruerrLs,Please cau meat your convenierKe- UYY trWY youxs. VA AS E a&Q EN Sft€7STL '. VC, T'irnathy B%1 to h'FE. Projeet MAn akger-Highway&Murldpal Engineering cc Dermot Kelly,DTK Associates,fnc. Robe t C-Daley.Merrkmack Engmneering Sejv cis Foss Office dox 91$1 r-kcaX+.3t; uw :�i�r*a.,,o-.toawla.x 61T.924-37" . FAX d1?',%Z4,ZZ56 amoiF, 'nf*49Ytbb.rern 'ar�vr�.itib.cDAi MERRIMACK ENGINEERING EEI ING ERVI E , INC. PROFEMONAL Eta GMERS + LAND SURVEYORS * PLANNERS 66 PA K SMEfT +ANDOVER.MASSACHUSETT5 61810•TEL(97�1)47&3555,3735721 •FAX(97$)475- 418 E-MAIL-marrortg400tcom May 30, 2001 Mr, Timothy Willett Town of Noah Andover Division of Public Works 3 84 Osgood Street North Andover, MA 0184 TEE: Route 114 Car Wash — Sewage Flow Estimation Dear Mr. Willett.: We spoke with Mr- David Bruno of McNeil Wash 8yrsterns in T'rovidence, Rhode island On Thursday, May 24, 2001- He is a consultant and sales representative of car wash system components, and lie may be given the order to supply all of the equipment for this car Wash- "TUNNEL" VOLUME Fie indicated that between 1 and 1,5°a of vehicle trips on Route 114, estimated at 30,000 pei- day, could conceivably use this cat-wash "Tunnel" at this Route 114 location. This would be between 300 and 450 car washes. At a tninimum, 70% of the car wash water is recycled. Approximately 6 gallons per wash is est.iniated to be discharged, This would amount to 2700 gallons per day of discharge to the Town sewerage system. Assume a sic (6) hour day for pear flow rate purposes, the rate o� discharge would be 7-5 gpm over the six hour period. "COIN-OP" V(}i.1;1ME He indicated that the 5 bay-, could use 7 gallons per cycle (air average of 2 eycles per washed vehicle). This could conceivably generate water usage oC 1400 gallons per day, based on 200 cycies per day. This would amount.to 1400 gallons per day which would be dischar cd to the sewer 3-9 gpm over a six (6) hour period - Mr_ Timothy Willett May 3 0, 2001 Page SUMMARY The estiinsted total discharge volume to be anticipated would be 2700 + 1400, or 4100 gallons per day_ Based on these quantities, it is recommended that a 7000 gal ton "recycling? taiik and a 5000 gal[on "overflow" tank should be provided_ The I "overflow" tank would be pumped out daily, during off-peak or specified times, into thec Town sewer, This would he necessary if the,Town sewerage system could not handle the total of 11.4 (say 1 Spin, during peak flow periods (weekends). Given all of the above, please feel free to contact us should you have any questions or com ments_ Very truly yours, NLBR TM ACK Y, 1EER-ING SER ICES Robert C. Daley, P.E_ Civil Engineer cd co; Mr. William Hinurciak Mr. Thomas Laudani Mr_ Louis M inicucci , M PQJMACK ENGINEEMNG SEROC[ S. INC. 66 PAN STREET AN[X)VF..I?. MA'SAC,HUSE175 09811] MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINE # LAND SURVFYORS PLANNERS 66 PARK S ZffT+ANDOVER,MASSACHLrATrS 0101❑•FEL(975)475-3 is 3T 5721 • FAX(978)4715r144$ -FMAIL:mef'enomj.aam July 5, 2001 Mr. Thomas D. Laudani Atlantic Rcalty Trust 342 North train Street Andover, MA 0 18 10 RE; Proposed Rte, 114 Car- Wash Dear Toni, We have computed the C,B.A. (Contiguous Buildable, Aria) 1'ox the subjeet project site. it is detemined that thcrc is 7 2,47 8 square feet of C.B.A. The minimum required C.B.A. is computed to be 67,500 8gaare feet, which is based on 75% of the minimum lot area allowed in the V C— ' iilage Canxmercia] Zojie( 0,000 square feet)_ This information is includcd On the Title Shect of thf,Plan Set. Please contact our• office should you have any questions or comments. Very truly yours, MERRI ACK ENGINEERING SERVICES 1�0 C, Daley, RE. Civil Engineer oil MERRIMA K ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS * LAND SURVEYORS • MANNER 66 PAR14 STREET*ANMVER.YIAI SACHUSETTS 01810• TEL(97$)475-1555.373-5721 • FAx(9T8)475-1445•&MAML.mumng0aac-PM Novembel7, 2001 1r. Ken ravioli, Permits Hnginepr Massachusetts Ehghway Depam-nent NOV 0 9 200, 519 Appleton SLreet _ Ariingtou, MA. 0 174 , n t-r; RE: Route 114 Car Wash forth Andover, MA Permit t 4- 001-0186 Dear Ken- As per our discussion on Wednesday, November 7, 2001, relative to the subject permit for a driveway access opening,on Route 114 in Noilb Andover, a rNuest is hereby inade that the retaining wall for drive ay, a portion heing praposed within the State High way Layout (Route 1 t4), is permissible ar,d is included in tN� permit, as originally intended aTid implied, based on the Site Development PeiTrt t Plans. This request is 1; ode in response to concerns raised by Tow n Officials which mquims this clarification be expressed in writing from MHD, For yGur review, t have enclosed photocopies of the portions of these plans which depicts the construction limits of the&vc ay entrance. Picase review this inforniation at your earliest oppoilunity, and contact me should you have any questiorns or c:ommeTiLs. Very truly yours, MERRIMACKENGI 1 aRI G SERVICES 0ob , 407 C. Daley, RE. Civil Engineer ed Enclosure CC: Mr, 'Thomas Laudani r. Dermot 1, Kelly MERRIMACK ENGINEERING SERVICES, INC. PROFESS ONAL ENGINEERS * LAND SURVEYORS • PLANNERS LIQ I bb FAA$1 RE£T •At,.DOVER MASSAC:HUSP113 01 M*1 EL(479)475-3555,373-57-2 1 • FAX(97B)475-1448- E-MAIL:merreiYggUdxxirn October 26, 2001 hy y OCT 2 001 Ms. llcidi ri#'fin, Tc3wu. 1�1�11�11er Town of North Andovcr k6hO -'1-i Coax munily Development and Planning 27 CharlesS tree€ Nai-tit Andover, MA 01 45 RE: Routo 114 Car Wash at 740 '1"urnpike Street Deiar Mr. GriffdT1; Rd at]ve to the subject project, please be aware that lbi�re have bet!rn seveT�al Modl1-icadons to 'he approved plans. The 64-(Tges ai-e, as follows, The, buiI(iing ha,,k charged in size and location, to allow for an increase in the length of the tunnel from 84' to 90', which rvy,, ted in a Tact dcctcasc iri tlac building footprint from 5326 square feet to 5296 square fee Yt. efer- to a print 0l-9 revised situ plan, wiaich depicts €hesc buslding changes. Refer to a letter'from Christiana I inicucci to the P14nning Moore! dated 0(:L )her 22, 2001, which dcsci`bed ill detail these changes, 11 i s noted that these changes have not affected the capacity of the, dn�irtage, 5ewel-age, and water system.,; to bt- cc ri,�.I awled on the site. Also, a manor ehangc in the retaining %val1, showing a 450 coot-r iTlstead r)f 99LI cnTYre�`, t�� case Ehe turn;ng 1-c dili5 froal 01C.CA 110i-11 die a411. cl *0 thc .-gie'ss driya, IUn 5k^wa-dT rtiSi� � 'lease contact me, silo U1d you h1 Ive an y questions or comments. Very truly yours, ME'Rl2TMAC K ENGINEERING SERVICES Robert C.'Daley, P-E. Civil Engineer ed En,cAosl>:re ce; Thu n�is: Laxidnpi MAp� jape swift Kevt�J. ulNv&rl wthevr,1-Amom IGHWAY G'OVemof socralmr �nPolissror�er November 0, 2041 l enimack Engineering Services, Inc. 66 park Street } Andover, MA 01810 � e_ North,Andover- R.ottte 114 jumpike S tr"O Curb cut foy Car Wash Permit#4-2001-0186 Atim, Robert C Dailey,P-E, Civil Engineer 3 Dear Mr. Datey: f This letter is being v > in rasponse to your letter requesting your inodificatie6 to[ Plermit #4-2001-0186 to pjace riprap in lieu of L mtaining wall oji Massachusetts highway WassHk way) property. 'rhe District has reviewed your submittal and is in agreement with yourr plan ias revs ed on November 13. 2001 showing the removal a£the wall from taCe High ay proper#}, the wr;])i ng of guard j a1i fTom the cxisting gourd raiI into the driveway to meet rbr. wall at the northe€ly' ]ucatiojb Ciiie afld III pja�errmcrtt of riprap 1 d)nd the guard rail as shown on the attar-hed p1a�- If you have any quesxions concemhlg tli_i.t corresponderi,e, please�:oFjtact tht Distri t Roux perrnits Engineer, Kenneth Ravioli at(781) 641.845�- inceTel x r' �� t�ph�rr 1. O �7onnell District Highway Dizector A Hlrnh Massachusetts Highway Oapartment• District 4• 19 Applel n Striget, Arlington, MA D2476 (78 641 40 PRC) F :1 , f " _ {��[['' y A Cl( a'y2 �Or y CD �'j � X= kf PROP- 4101 PR"CT P PROP. TES 7AMW* G ` OF PW. G4 tpRA %kL ' FtELQGIl110a! 1O 11t► M. WAJ _. �W AM wE GRAV EXIS � ` 7E ��1. o PROO. -RIP kT 1: EXSI. SIT. COK, am PROP,"` 0V Sof (70 W REOpy ) & P•-5 POSY Pam, RIP—RAP At 1 R.QN PUBUC 7946 LAYOUT) STREET PROP. cam. cam, —'"ST'K EDGES of aAvE..WPAT