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64-133 - VINNIN STREET, MARCIA AVENUE - CONSERVATION COMMISSION �. --- w`�- 1.� �� _- i" - ��- �� r Form 5 DEOEReNo. 64-133 (To be W V+ided by DEOE) `1.. .. _ Ciyrtown Salem Commonwealth _ R - of Massachusetts APdn Main�Pos F Rpam Order of Conditions Massachusetts Wetlands Protection Act G.L c. 131, §40 FroSalem Conservation 'Commission' TO Maine Post and Beam Co. Pond View Realty '^r„=r _ (Name of APplicant) (Name of property owner) P O Box 33R v le u h 14"neAddre 19 North Street Address Salem This order is issued and delivered as follows: ® lby hand delivery to applicant or representative on June 194 1986 (date) ❑ by certified mail, return receipt requested on (date) This project slocated t Vinnin Street Marci Ave Salem The property is recorded at the Registry of Essex Book 6869 page 665 r . t Certificate (if registered) 51303 P1 Bk 86/P172• P1 Bk 951P1 R? P-at; 583 < i a,' L. C. P. 25715c, 25715f The Notice of Intent for this project was filed on Mav °' 'QGr - (date) The public hearing was closed on June 12 1986 (date) Findings has reviewed the above-referenced Notice of The Intent and plans and has held a public hearing on the proiect. Based on the information ava liable to the Commission at this time, the Cnmm' a 'an has detemrinedthat the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): ❑ Public water supply ❑ Storm damage prevention ❑ Private water supply U Prevention of pollution ® Ground water supply ❑ Land containing shellfish ❑ Flood control ❑ Fisheries . 5-1 95 Therefore,the Commission hereby finds that the following conditions are necess ,in accordance with the Performance Standards set forth in the regulations,to protect those inter- ests e armed work shall be performed v e orders that all P ests checked above. in accordance with said conditions and wrth the Notice of Intent referenced above.To the extent that the fol lowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice of Intent,the conditions shall control. General Conditions 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory meas- ures,shall be deemed cause to revoke or modify this Order. 2. This Ordsr does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply. (a) the work is a maintenance dredging project as provided for in the Act;or (b) the time for completion has been extended to a specified date more than three years, but Tess than five years,from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. - 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. B. Any fill used in connection with this project shall be clean fill, conta ring no Dash, refuse,rubbish or de bris, including but not limited to lumber, bricks, piaster,wire,lath, paper, cardboard, pipe,tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until ail proceedings before the Department have been completed: ! 8. ' No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the hLand Court for the district in which the land is located,within the chain of title of the affected property. he case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done.The recording information shall be submitted to the Commission on the form at the end of this Order.prior to commencement of the work 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words,"Massachusetts Department of Environmental Quality Engineering, Fie Number 64-133 10. Where the Department of Environmental Quality Engineering is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all.agency proceedings and hearings before the Department. 11.*Upon completion of the work described herein,the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to,the following plans and special conditions: 4 52 "J 96 Plans: Title Dated Signed and Stamped by: On Fie with: Site Plan, Tedesco Pond Place, Anril 2, 3986 Hancock Survey Co. Con. Comm. "Tedesco Pond Place" --outline of proposed Pond Reclamation, orepared by Sea'=Plantations, Inc. , Salem, dated February 24, 1983 Special Conditions(Use additional paper ff necessary) 1. ,Work shall conform,to above-referenced plans and accomoanving data. ° 2. Any changes made or intended to be made in the plans shall require the applicant to inquire of the Commission in writing, by Registered Mail, whether the changes require Commission comments or aporoval. 3. Prior to construction within one-hundred feet of the wetlands shown on the plans., an erosion and sedimentation control barrier shall be constructed between the construction area and the edge of the -pond. Such erosion control barrier shall be established in accordance with "Erosion and Sedimentation Control Guidelines" , publication 413, 529-39-1000-84-C.R. , dated August, 1983, or as approved by the Conservation Commission or its designated agent. 4. The applicant, and its successors and assigns, shall be responsible for the maintenance of all sumps, catch basins, and leaching pits, and for ensuring that said maintenance becomes a condition of all. leasing or ownership of. the property. . 5. The applicant, and its successors and assigns, shall be responsible for t the maintenance of the proposed filter bar and sedimentation retention, basin and for ensuring that said maintenance becomes a condition of all leasing or e..,nership of the property. ' 6. The applicant, and its successors and assigns shall be responsible for ensuring that salt (NaCl) as a deicing agent shall .not be used on the roadway. 7, The applicant,. and .its successors and assigns shall be responsible fpr ..........................................................._-.................................................................................................................... (Leave Space BW*4 5-3A 9174 SALEM on @rvatiOn Commission Issued By / L Signatures) a This Order must be signed by am 'orityof Conservation Commission. On th' day of �U 4P 19 before me personalty I " _ ,to me known to be the person escnbed to and who executed the foregoing instrument and acknowledged that he/she execu ed the a as his/her free act and eed Notary Fubfic My commission expires Tnt applicant,the owner,any person aggrieved by this order,any owner of land abutting the land upon which the WOP03ed work i7 to he done or arry tan residents of the city or town in which such lend is bcated are,hereby notified of their right to request the Department of Fnv¢onmental Quality Enpineerinp to issue a Superseding Order.providing the request is made try certified mag or hand delivery to tshatl a1 the same time be sent by certified Dep2tinent within ten days from the date of isauanca of this Order.A copy of the reques ^rsa v hand delivery to the Conservation Cortrrtnsion and the applicant. . e Salem Conservation Commission prior to commencement of work- Detach orkDetach on dotted line andsubmit to the Issuing Authonty To Please be advised that the Order of Conditions for the Project a and File Number has been recorded at the Registry of m accordance with General Condition 8 on - f has been noted In the chain of title of the affected property�if recorded land, the instrument number which idLntifies this transaction is If registered land,the document number which identifies this transaction is Applicant Signature 5.4A DEOE #64-133 Page 2 ensuring that any landscaping or gardening firm which may be emploved for overall maintenance of landscape vegetation shall not introduce improper amounts or environmentally unsafe fertilizers which could have an adverse effect on the water quality of the pond. 8. As-built plans, stamped by a Registered Professional Engineer or Land Surveyor shall be submitted to the Conservation Commission prior to issuance of a Certificate of Compliance. 9. This Order supercedes any previous Order of Conditions issued for this parcel. s1°" coy Vit'/ JN • • • Salem. Massachusetts 01970 5 CITY OF SALEM CONSERVATION COMMISSION Will give a public hearing under the Wetlands Protection Act, Mass. G.L. Chap. 131 , Section 40, at the request of Maine Post and Beam, Hamilton, MA. . The purpose of the hearing is to explore the effects of the construction of fourteen dwelling units and improvements to Tedesco Pond. This hearing will be held on Thursday, June 12, 1986, at 7:30 p.m. , One Salem Green, second floor conference room. Philip D. Moran Chairman June 4 "-z . 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING f 10.99: continued tviN> 2 81986 _ Form 3 SALEM PLANNING DEPT. Perm 3 - ... DEOE ,� RR`o�W..oe�'eW W DEOEI Commonwealth GhaT of Messachusetts MAO* IOSI d Y BMAMI . � DE�FI-uPMF.Nff�G Notice of Intent Under the Massachusetts Wetlands Protection Act, G.L c.131,§40 and Application for a Department of the Army Permit Pat L•Ganersl Informetion ,. LoratiDn:sDeet a V)NrI)NST'• MARCad uE . S LEM MA asSE�3 MAPS t Mih A- 9P 21, ton,7S3 AP 3a, 1N RES1D. DEvEZ.. I4 UNIT VtddH 096 Cm0DokoltAM 2. Prof Type Description PIIo1Lcx- IracLµflES the CLCAI0 6( 3 Arne keTLE F" AeDrj? MA i, PRDVtsiora d< flLBue"Ae�SS kr A"A ACslol:0rs Or MIK+aS FISHI j5 � //((��((�� //� 5 3. Registry:Count' ESSEX iS Lt(I� Cturent SDOJ —Le SFIQ0665 KAI, # Certificate pl Regfate(ed Land) L.C. PLp MAINE �5T$ 6EAM CI t/EWPMENf,7J�C Tal.%-73� ZSZISL 4. APPllealtt s 64, NAW- ME 03111 2571 f AdGem I 0 &k 33r6,*Y �'( 5$61 s. ProperVowner L"Nb V,60 (ZEA I T-4S-r Tel. '}} 9 tjogTg Address 3T; �111 vA ' MA 01110 Add . 6. AddRepresentnllve � `p' C. � NL+` ��. Tel. . Address, Qok 2598 3os t�f�coa� St', So. 14AMICroN,F'U a19ff2 T. Have the Conservation commission and the DECE Regional office each been sent,by certified mad or hand delivery.2 copies of completed Notice of Intent.with supporting plans and documents? Yea No ❑ 3.1 6/30/83 Vol. 12 - 222.9 r' 4 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUAkITY ENGINEERING 10.99: continued Form 3: continued S. New all obtainable permits,valences and approval required by local by-law been obtained? Yea O No . - Obtained: tipped For: Not Applied For. © 3oARD of APPEALS>VAILA� 6D.-SiTE 1'f.M) Wftd O3 ,WES�ANb F olb ?CAW SPEuAL-ecoll g, Is erry portion of the silo subject to a Wetlands Restriction Order pursuant to(1L a 131,§40A or Ca.L - 0.130,§1057 Yes O No 10.tint all plans and supporting documents submitted with this Notice of Intent. Idersfykng _ NumberAattel' Title,Date A TECEsn_D iu,410 PI.AC6 00fL1tJc- 6r F(Loft%b PoOb "C!4MAT)0P AT SALLM foNSEk�AT)al� CAMMt55)o1J TUftIC N&RRtNy B. —4 1193 SITE -Ikj� 1 ' 1 r=D6SC0 IPOOD PLACE L 11.Check those resource areas within which work is proposed: (8)A Buffer Zone (b)Intend: tl Bwk. Land Subject to Flooding,. .._ yO� Bordering Vegetated Weiland' O Bordering , R Land Under Water Body L Waterway' ❑ Isolated (c)Coastal ❑ land Under the Ocean' ❑ Designated Port Area' ❑ Coastal Beach' ❑ Coastal Dune O Barrier Beech O Coastal Bank - ❑ Rocky intertidal Shore' O Salt marsh- 0 Land Under Salt Pond ❑ Land Containing Shellfish' ❑ Fah Run' 'tu'kely,to involve U.S.Army Corps of Engf^oers concurrent jurisdiction.See General Instructions for Completing Notice of Intent 3-2 6/30/83 Vol. 12 - 222.10 ' 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 10.99: continued Form 3: continued - Part IC Site Description Indicate which of the following information has been provided (on a pan•in narrative description or calla• tions)to dearty,completely and accurately describe existing site conditions. Identifying Number/Letter . (of Plan,narrative or caiculadons) A Natural Features: eg V . ,, egalaflon . . > Topography Open water bodies(including pogds and lakes) Flowing water bodies(including streams and Mere)- , Public and private surface water and ground water supplies on or within 100 feet of site Maximum annual ground walerelevetions with dates and locaom of test Boundaries of retource areas checked under Pert I,item 11 above Other Man-made FeaMes: �'A—�{6'—�- SWctures(such as buildings,piers,towers and headwalU) Drainage and flood control facilities at the site and immediately off the ads,including culverts and open channels (with Inverts),dams and dikes Subsurface sewage dimposal systema Underground utilities Q Roadways and parking areas Property boundaries,easements and right • f-way, Other Pert III:Work Description Indicate which of the following information has been provided(on a plan.In narrative description or rakula- tions)to dearly,completely and accurately describe work proposed within each at the resource areas checked M Part I,item t 1 above. Identifying Number/Letter (of plan.narrative or calculations) . n Planview and Cross Section of: A.N Structures(such as buildings,piers,lowers and heaowellal Drainage and flood control facilities,Including cuNand antl open channels(with Inverts), ' 2 dame and dikes la Subsurlaca sewage disposal systems A underground 011111se Filing,dredging snd sacavaiing,amlcatin0 volume ad compoaitlon of materiel VA Compensatory storage vela•where rayuaed in accordance with Pm Ill.Section 10:57 (41 of the regulations Other O Point Source Discharge U Description of cha acredstics of discharge from point source(both closed and open channel),when point of discharge falls within resource area checked under Part I,item I 1 above,as suPporfed by standard engineering Woulations,date and plans•including but not limned to the following: OVegaill) OF LFAeN)Nq 3.31�1ECGSSARH Duf4>vy EMOLIIJ AV 99UATIaP5, 6/30/83 Vol. 12 - 222.11 310 CMF: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 10.99: continued _ - Form 3• continued 1. Delineation of tho drainage wee contributing to the point of discharge; 2. Pre-and posi-development peak runoff from the drainage ares,at the point of discharge,for at least the I reyear and 100•year frequency storm; 3. Pre•and past-development rate of infiltration contributing to the resource area checked under Pan I,item 11 above, . I. Estimated water quality characteristics of ort end post•development nuwff at the point of dle-herge. Part IV:Mitigating Measures 1, Cleerty,oompletely and acau hely describe,with reference to supporting plane and calculations where necessary: . (N rig measures and designs proposed to meet the penormerce standards set fain under each ns- source area specified In Pert 11 or PM 111 of the regtdetIOM:Or Ibl win the presumptions set forth lmtler each resource area specified N Part II or Pan ill of the requla- tfona do not apply. 0 Coaxal Rvewo TYW. NenaymC rwe�Er or bnw 1s A A , �6A/ A $�IMt:NTAtloa+ Co.Ffi'R-01- R00-e- �V57EM Leo Aro N� ""CA ck,"' Eph As six-oP 6N �F�"f3". bESAtt. sung ar�eAr. lWiS 00STPtaeD fun w►6N PfuNgS LocAY65 gn-lo' PPA '- 72ASN ��iI+ER- DE8�4'[r�,E dao wtu- ALSa BE RemovoRy HA►0. _O Ceeaal Raaovree Nee TYpe: G�A�� kenuh�nO wmOw ar lanae . • � Yaena P/ of auownaocanma , ` 7'�AN"�` I U usrRA7Gs —W Uenod A A,6 PKaP n Wb4-G* Agapb-TWE PEruME R �1�6 pori- , tel ARM 0418 Ns j dbs6s PFS SL6P65r jobreAP6 1 iM Wt u, UTI U2En Ta 7H6"Y:t So X 1r5. PAJ94K &wlor. IUA,q egNsrAILerltp iN B1 AREAS C,L6Sf%d WIw eBr�lRtiLGp 7�I ` fN� I�S6 iia✓ t I - _ 6/30/83 Vol: 12 - 222.12 I 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING _ 10.99: continued _ Form 3: continued a doudi Peaoure��re�Typr. bmuly rrrumEervrena k+.ne tifirr��.r n "�--•.ta a.uown a�am.nn I 2. Leary,completely and accurately describe,with reference to supporting Plante and calculations where necessarr. (a) all measures and designs to regulate work.within the Buffer Zone so as to insure that said work does not alter an area specified N Part I,section 10.02(l)(a)of these regulations;or (b) If work In the Buffer Zona will alter such an ara4 as measures and designs proposed to meet the perforrnw ce standards established for the adjacent resource area specified in Part II or Part III of these regulations. a c—W1C Zo>JE' RouND ANS uND6R Win" Nr k tdP(L&D1 A)6 a) f NE Snf ewsim wEu 01A�lA�s S/r�s . 6RAVELS,Aak•+1 P1 1m /klnkFlNl CHANCES (,fr.. 6AeSl0n/_ MgAMlESS 70 (AC jC" IJItl- '0-C A✓oi9E6 tit- e-QKP-4u.E6 BY HfWM21'-J 1)ISNRI3A►�6o{ CSTINti UWrnrD AREAS ANb t siPi Oustod CaN pIJr+Erb M6ASWmf AS 3�8 6/30/63 Vol. 12 - 222.13 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 10.99: continued Form 3: continued - - Put V:Additional Infomation for a Department of the Army Pemit 1. COE Appi cation No. 2. go be provided by COE) (Name of waterway) - 3. Names and addresses of properly owners adjoining your property: 4. Docvmenl other project alternatives(i.e.,other locations and/or construction methods,particularly those oz.,would eliminate the dischargs of dredged wfill materiel Into waters or wetlands). N/A Q. 8K's 11'drawings in piamlew,W.d oross-sectlon,showing the resource won and the proposed actN• IA'wlth4ri the resource we&Drs Ings must be to scale and should be clear enough for photocopying. Cetirrabon's rewied from fie D).sim of Water PcA=n Cmad before tine Federal perm can be 'saved Cse'raim cavy be cbtaix b'cottac ng the Owson of Water PoL=Canal 1 Wrrer Sae.-L6=,on. Masaanreta 0208. . Where the aci.3y wiiltake place wd)n the area under the Masachtsers atpo.ed Coasd 2rme Managerrwnt Fcgam the amb:att c ides Lhat he popo:ed,acwYL axr>ples wish and wiilbe miiucted n a miarvw 41at 6 auusstt wdh tine ado ed Pc7amL trdame-tlon pv+ded will be used in evatuatrg fie applizaom for a peirre and s made a maser of pubrc re¢ ttnreugh ssuance of a ptic route D6c2sure of the nfonrawn s�oLnmry hcv e d necessary idmnamn 's rot pvvded. the apfeatim carrot be processed rcr can a perm¢be slued 1 hereby certify under the pains and penalties of perjury that the foregoing Notice of Intent and accompanying • -p currents and ser orting data are true and complete,to the best of my knowledge. - Sy a o/f Applicant, Date Signature of Applicant's Representative Date FORM 's•••••»•»SXp r•r.43".p,"rr e4USACL.S Mq 1921•. HED IOO (TEST)�;.�«...« ........n:..ew.«..«.nr.A..1 ...a....1 M...«w..«....n,...;... 1 MAY 82 w.a..n«.ru..r...».i....r•.r•............o.u.n.e S1......«...ts.016- .1 M...........a e..r..wrm r... ...w u.....«..«..«.i...sr u.US A..n c..« .. .r c......•.:am%H.:Mr o.o]Aws S.ro-d..vep.rnu..".Thi. nn..o.-HI N u.6{n�•..n.. 3.6 6/30/83 Vol. 12 - 222.14 }1 "TEDESCO POND PLACE" Outline of Proposed Pond- Reclamation Presentation at Salem Conservation b Commission Public Hearing. February 24, 1983 PROPOSED POND RECLAMATION " At : Tedesco Pond - Vinnan Square - Salem, Mass. Developer: Maine Post & Beam Company, Inc. , York Harbor, Maine Pond Engineer: Sea P.lanatation, Inc. , Salem, Mass. Description of Wetland: * 3.1 acre kettlehole pond located entirely within a 7.5 acre parcel of land owned by Pond View Realty Trust, adjacent to Stop & Shop at Vinnan Square. r, * The land was previously used as a gravel borrow pit. * It is currently vacant. * It is a holding pond for drainage run off from Vinnan Square area. * Flow is controlled by 2- 60" State installed culverts at opposite ends of 2 the Pond. * Surrounding land is from 8-15 feet above water level at pond. Proposed Oil `and Sediment Retention Basin: * We plan to construct an oil and sediment retention area in the vicinity of the influent culvert. This would resemble, a small footbridge in design. Oil surface scum trapped behind the bridge would be periodically manually removed. Sediment and silt could be pumped out by a septic tank pump truck. Bio-Mass Filter. Bar: * The existing sediment bar to the northeast of the influent culvert would remain and be encouraged by some grooming and planting to act as a natural filter to decrease turbidity, remove nutrients and improve wild- life habitat. Storm Drainage; . * We plan to construct two leaching fields fed by four catch basins to channel excessive drainage from the roadway into the subsoil to allow natural filtration of water into pond. Each basin will have an oil trap and sediment collection sump. * Drainage from influent culverts near the Stop & Shop end will be channeled into the oil and sediment retention basin. -z- / Jogging Track: * We plan to construct a V-6' wide footpath around the perimeter of the pond. This will cross the bridge at the oil and sediment retention basin. * The track will follow the natural slopes and have a minimal effect on existing conditions. -WaterfowlN mite: ea--near-the--60"influent-cnipff Tie rde—a9-9—P66t1. 0 1 t,, c ITp--o—f—the �saf'etp:' Plantings: b, * We plan to plant trees and shrubs to control erosion. r * We will minimize introduction of loam and fertilizers. 4" Slope retention evergreens in place of pavement at Stop & Shop overflow. * Aquatic vegetation will be augmented by additional species planted along steep gradient areas using wooden terrace board submerged 1-3 ft. * Some shore plants will be used to stabilize the edges. Biological; * We plan to remove all existing rubbish and refuse from the pond. * We plan to introduce Fundulus Diaphanus (top minnow) to control mosquito larvae. SUMMARY * Relatively good water quality. * Control algal blooms by avoiding nutrients and erosion control plantings in impoverished soil. * Reduce offsite pollutants and contaminents. h Property line Dumped stone riprap,. free of organic material. Width or thickness of each stone shall not be less than one-third , Sediment Basin Plan its length. No rounded stones or boul dere, shale, or stones with small seams shall be used. The minimu I tt _ ^ Ot density of stone shall be 155 `t pounds per cubic foot. �12 pipe / I ert 36'* Existing sediment bar Bland—Tne" .,C54 pipe i� -• ����• �\ Invert 33.8J I I Proposed combined footbridge 3 I and oil baffle s 1 � Phrogmi>es . 4 Existing bituminous M;> Pond margin water slope paving level 32 t Property line S T 5' Footbridge on piling _ trestles at 8 intervals 54" Drain 2� 0 Oil 8 sediment baffle Inv. 33.8 top elev. 32.5 W.L. 32.0' Existing scour basin to be filled with stone 12'-15' Pilings-driven riprap 5'-7' into bottom Sediment Basin Cross Section 1 •• = 10�0�1 ws�.-+► LEGEND e � \S P'� P. V. C. t=02C>✓ - - 4 ��,J - ' "42- - _ EXISTING ELEVATION CONTOUR �. MAN \ 40 � S PROPOED ELE_V/NTION CONTOUR \ � Q7 SEWACaE 23.8 EX►STl NG SPOT ELEVATION S\ EXIST M.0. T PUMP sTATIOt� IZIM SS.gCo -' �i�� - - P20POED SPOT ELEVATION 32.0 S EXISTING 4" W/�TE.2 57���P\�<o _� \ _ p� PROPO>�ED ST2PP-411`4,PP-411`4, M/� ENHOL, 4 H,6,1N TO bE R-F-PLACED \` �� / R-33' �\ \ �F GATGH b/ASIN. WITH 8" (Z D I. MAIN ,&ND - JOINED W ITN EXISTING �� // /j /i �' �•�� '. \\ \ \ --r PROPOSED R.G. PIPt. END MAIN IN ELM LLVE. \ / // / \' ' • �\ \ -� w—+�- PRUPoSED 8" G.L.b. I, WOTEIZ M.Ai N GATE VA // / / \• \ \ �C/ \ FM �7 PRDPOSE�p 8" PV.G. SEWE,P � M/,NI4oL.E, EXIST /j/ j jam"/ // \ \ \\� -4c� �1 HYD- ��5— PROPO'Ji✓D Co" PV.G. SEWER L4T1✓2A1, PR0PO�ED 2" GOPPEIZ 1A1/�TEW- �EEIZV ICE WITH ?:)CARRED bl-OGK METE-F, t?IT �� �-�-42 X24"OAK P XOMI N N� T /E-TER MAIN R NT A 4 W HY A' EXISTING STONE WALL J P20Po5ED Dl2Y FIELDSTONE. RET- W/�LL, 6IT G4PE GOD -,�-x- -x E-xISTING FENCE i� �� �/ / / /� I �� / \ 13E2M C� ED )✓ EDGE OF EXISTING TK/�VELE-P k4oY CF PiZOP05EP PAVEMENT /�'� LIMIT OF 100' EUFFE,;Z �ONE 5 ' \P �.. �• EDT p C OF PON PQOPOSE.D PAVEMENT \ R M 42 2-1 N EXISTING �UILDINC� Ex c \\S.M HO 6,\ , � is s �� GJ c 13 elm - I„ �, � ; . ti \ x,45 / �EL�w ExIsT a. / BENCN MARK / / // / // /i� •• \�\ (� WM GCJT7Efc' e �! TCP :ON(- EOJNC EXISTING HYDRANT E - / / / ' ��,_ � � �� k' 4 1> ._..�-------'-- Q T IT I ES GATE VALVE /// %� �� / / \ / NO OF � .Ltwa JN;TS 14 Q Nv' )F PA R K NG 5 PA- 3(f / E.MERGE.NCY GA.TE - �: / � TOTAL. PAR, -L ,o.RE,o 1�E.E NOT 1- a ' INGi,UDES 14 Gl�R1�ED SG/SGES / i •' / DMH f21M TO - MATCH EX I sT (`SARK \ � / PAVEMENT GfZADE �-, y ENG '�, � / WAS LKkI/� 2.G L ULV ER , E,L.. HYDRANT ON LOCUS l �. 12E-,M 11N aVF 4e-- - i � \ \ \ � - >1MERG>✓NGyj SPI�GE % / DW LL L ANG UNIT I .1G�E 5 � EX INTI NG t. 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