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64-130 - GREENWAY ROAD, WILLSON STREET - CONSERVATION COMMISSION 7 t fi Form_5 0E0ER0N0, 64-130 ,,per (To be provkled by DrzQE) •]�-� - _ C7ry/Town Salem Commonwealth of Massachusetts APpk2rd FYank Rnnann _ Order of Conditions. Massachusetts Wetlands Protection Act G.L. c. 131, §40 Fro Salem Conservation C � � TO Mr FrankRomc City of Ratan Of Applicant) (Name of property owner) (Name oc/o City Hall, Salem Address c/o 141 Highland Ave Addres Greenway Road F0i11cnn R+- This order is issued and delivered as follows: • ❑ Eby hand delivery to applicant or representative on (date) by certified marl, return receipt requested on _(date) This project is located At Greenway Road Willson The property is recorded at the Registry of Essex Book 4554 Page do t Certificate (if registered) The Notice of Intent for this project was filed on March 12 .. 103a (date) The public hearing was closed on r4av 20 19M (date) Findings Salem Conservat'on roma' GG,on has reviewed the above-referenced Notice of The Intent and pians and has held a public hearing on the project Based on the information available to the ('nmmi cci nn- _ _at this lime, the C on has determined that 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 p Private water supply ❑ Prevention of pollution ❑ Ground water supply G Land containing shellfish Fisheries ,(3 Flood control ❑ 5.1 .. OW 95 Therefore,the commission hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those inter- ests checked above.The Commission orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the fola 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 Order 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 gr any other person of the necessity of complying with all other applicable federal,state or local statutes,ordinances, by-laws or regulations. v 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 less 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 apprication to the issuing authority at least 30 days prior to the'expiration date of the Order. 8, Any fill used in connection with this project shall be clean fill, containing no trash,refuse, rubbish or de- bris, including but not limited to lumber,bricks, plaster,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 all proceedings before the Department have been completed. s S. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Lard Court for the district in which the land is located,within the chain of title of the affected property. in the case of recorded land, the Final Order shall also be noted in the Registi'y'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 Commi css on 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, File Number r4-1 'An — 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: , I♦ f ti► 96 Plans: Title Dated - Signed and Stamped by: On Fla with: "Emmerton Avenue" Salem 3-5-86 Erland Townsend Conservation Commission Dra:inaaa rnmputa t;n s Soil Erosion and Sedientation Control Program - Specal Conditions(Use additional paper if necessary) 1. Except as modified by this Order, work shall conform to above-referenced plans and supporting documentation. 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 approval. 3. The applicant, his successors or assigns, shall be responsible for the maintenance of all catch basins on the property proposed to be subdivided to ensure no severe drainage problems will occur downstream. 4. As-built plans, stamped by a Registered Professional Engineer or Land Surveyor shall be submitted to the Commission prior to issuance of Certificates of compliance. 5. An energy dissipator shall be installed at the outlet end of the proposed drain. The drain pipe material shall be approved by the City Engineer. 4 ' ........................................................................._................................................................................ (Leave Space Blank) 5.3A Issued By Salem Conservation Commission Signature(s) I r. This Order must be signed by a majority of the Consefvation Commission. On rMa 12 day of June 19 a5 before me personally aA to me known to be the person de bed in and who executed the foregoing instrument and acknowledged that he/she executed the sam as his/her free art and deed. Notary Fcbfic My commission expires ;?te noolican4 ttxa owner.any person aggrieved by this Order,arty owner of land abutting the land upon which the Did work is to .. or hand e W done�'any ten residents d Ltie city or town in which such land is boated era hereby notified of their right to request the Department of E-,r-nnnnintai Quality Engineering to issue a Superseding Order.pro+idinq the request is made by certified marl try itto the Department within tan days from the date of issuance of this Order.A copy of the request"at the same time be sent try certified mad or hand deilvwy to the Conservation Corrcrdsabn and the applicant. a Salem Conservation Commissi Pato commencement of work. Detach on dotted lino and submit to the Issuing Authority To Please be advised that the Order of Conditions for the project a and File Number has been recorded at the Registry of t 9— has been noted In the chain of title of the affected property in accordance with General Condition a on If recorded land, the instrument number which identifies this transaction is If registered land.the document number which identifies this transaction is Applicant signature 5-4A i %OS Cots} C'1J'i se � �a.0 io l Com- l mission I I r 4 Salem A1assachusetts 01970 1 - M�R 2A II o€ �H '86 FILE# CITY OF SALEM CONSERVATION COMMISSION CITYCLr-RL S" Will Will give a public hearing under the Wetlands Protection Act , Mass. G.L. , Chap. 131 , Section 4O,. at the request of Mr. Frank Romano, c/o 141 Highland Avenue. The purpose of the hearing is to explore the effects of the construction of a new 18" diameter drian across Willson Road to discharge into an existing wetland area. This hearing will be held on Thursday., April 10, 1986 at 7 :30 p.m. , One Salem Green, second floor confrence room Philip D. Moran VU'' Chairman April 2 CITY OF SALEM, MASSACHUSETTS APPLICATION SPECIAL PERMIT WETLANDS AND FLOOD HAZARD DISTRICTS C Applicant: �/�� j ��� Address: CZ 1•(l��h�Iml 4LI �I >=J� City Clerk Stamp � Telephone 74� 44-3 02 74¢-56'15 CI Y C Owner: AddressE;/rA I` '� SS Location of Property: �LILl',0L1 P_a.L-'-C�' Project Description: COIJ�TrLI 'T 1 `L D�Ny�o�tz\Vlt..t, I. It has been determined by the Building Ing'pector that the above property lies in the following area(s) : A. Wetlands District Wetlands ( SC ) Buffer Zone ( � B.. Flood Hazard District Zone A ( ) Zone A3 ( ) Zone V3 ( ) II. Information required includes this application and the following additional information (file one copy of everything with the City Clerk and five copies with the Planning Board ; all copies must be stamped by the City Clerk) : A. A site plan at a scale of 1" equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie- in to the nearest road intersection; 2. The location, boundaries, and dimensions of each lot in question; 3. Two-foot contours of the existing and proposed land surface; existing and proposed structures, water-courses, 4. Location of exis i g F ro P , cess utilities, e and drains , drainage a easements, means of ac g and sewer disposal facilities including leaching fields, if. any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. -z_ �I / B. ,In the Wetlands District, a determination by a qualified engineer of the seasonal high water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or- architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certi- fied, the Planning Board may waive this. requirement. D. A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section III below. IZI. Conditions (Complete those sections indicated (x) by the Building Inspector) In the Wetlands and Flood Hazard Districts,no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused- to be discharged from or onto a wetland, unless all the following condi- tions are found to exist as part of the granting of a Special Permit by the Planning Board (Use additional pages if necessary) : A. All Districts: (g) 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes Y,, No enience and safety of vehicular and pedes (g) ' 2. There is adequate conv trian movement within the site, and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. %Ae�lv 17Q1111,_ (7F- W 1 LL��\ Qr.;§n. - '\ IU�1-vim . NO Ott-�1��5 P25(LIG! ISG -3- r i (k) 3. Utilities, including gas, electrictity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. (Provide details) Vii.. vv DEJ�t rJ �i PE Te r A=a2 \\I/i 4J ��ai�C7 L�� �i1lrh�l►.1 ors (X) 4. The cumulative effect of the proposed development or use, when combined with all other existing and anticipated. development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage .capacity _in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries;' adversely affect groundwater resources or increase storm water;run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. 1401 B. -Wetlands District: ( ) 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other conta urinating substances or discharge of any polluting liquids or materials into streams, brooks or wetlands. (The polluting effects of • substances on the Wetlands are to be gauged by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts. ) ZO -4- ( ) 2. The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above the seasonal high water table. hloT �j��tGA$l-LS ( ) 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to with- stand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) Applies ( ) Does not Apply ( ) 4. Ifthelot is to be served by an on lot septic system, the leaching area designed for- use, ag.well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. Applies ( ) See site plan Does not apply O C. Flood Hazard District (all zones) _ ( ) 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. �-� bPP!-1U�f�►-� ( ) 2. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for non- residential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. , Flood-proofing measures shall insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of bouyancy. NpZ- �PFt-t C,o�t� -5- D. Flood Hazard District Coastal High Hazard Area (Zone V3) : ( ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. ova: bF&J ( ) 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor (ex- eluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the 'lowest floor shall be free of fixed obstruction. (Provide details) 06T ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) IV. Procedure The Planning .Board shall, within 7 days after the filing of this application,. transmit one copy of said application, plans and all other• submitted information to the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report .thereon from the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission or until thirty-five (35) days have elapsed after dis- tribution of such application without a submission of a report. The Planning Board Shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The of -6- Planning Board"may, as a condition of approval, require that the appli- cant give effective notice to prospective purchasers, by signs or by recording the special, permit at the Registry of Deeds, of the wet- land or flood hazard conditions associated with said premises and the steps undertaken by the,petitioner or his successor in title to alleviate the effects of same. Signed Title suu Date 3 h� e .86 Form 3 �� DEOE FG No. -(To be Drovlded by DEQE) Commonwealth t' GtyRowi of Massachusetts - ^' A Notice of Intent Under the Massachusetts Wetlands Protection Act, G.L c. 131, §40• and` Application for a Department of.the Army.Perinit Part L•Genorai Information 1. Localfon:.StreetAddress \\J1u _Z;;Ot-A OOISt7 Lot Number 2.. Project Type ) IL��I�►17rtZ. Description Co+.IZT,¢ T C.��I�J 18It.1Gl1 Dtt�/�6`[EI2. D21�1w1 �GPp�y��lld t�1 VnAv To Dt4xA.lee.{,t;. I tJTU �dJ�rf 1�C ��E'Ct.-41JD � �Gt SIJO��II� O N• '-•'�.!•>= S. RnIshy.County RSA Current Book 4-r7 ✓4 s Pape Certlflcata(If Registered Land) y 4. Appilcant�lL1LP S.�JK4u�TDr i ` t TjW4V_- Qo/K.dIJO ' TGL 7`F5'4�43� 6A a 070 r 5. Property Owner 'G1T`3 ©f' �dL In TeL_744-oz4I ' C/o Itpr. o r PU tSL4 C \ Address G I rq L-Aw /A& . 0 �4-1 D 6. Representativefff�x4, 201xAs.,��) Tel.7145-44-1-157 Address 17C/�//7/H/ HVe 7. Have the Conservation Commission and the DEQE Regional Office each been sent,by certified mail or 'hand slivery, 2 copies of completed Notk:e of Intent,with supporting plans and documents? -Yes No ❑ 3-� w 8. Have all obtainable permits,variances and approvals required by local by-law been obtained? Yes 1, No ❑ Obtained: Applied For. Not Applied For. l�,�rypiVt`71Z1..� �1�0�A.b 9. Is'any portion of the site subject to a Wetlands Restriction Order pursuant to G.L c. 131.$40A dr G.L c. 130. 5105? Yea O No 10.List all plans and supporting documents submitted with this Nottae of Intent. Identifying Number/t-etter Mile.Date Q n�� IA�OVT � QLOP1 LaE ��.tLh �J�rb w �J�, $•�s'BG m aJ 3 0�3 '(oPbc¢APl-1�t-SttE�L�dDt�w�-t DRAt�neE �-S-Bb AImon)'- Dalk*jooe �aGAF01AV QT 7 Ql�:jt'JIX, � ���,�2ostDr.� fl��'Pt/r��.rrp.-n Q►�. Cm►J•r�or. R�m6ean� 11.Check time resource areas within which work Is proposed: (a) $, Buffer Zone (b)Intend: "K Bank- Land Subject to Flooding. O Bordering Vegetated Welland* O Bordering ❑ Land Under Water Body b Waterway* O Isolated (c)Coastal: OLand Under the Ocean* O Designated Port Area* ❑ Coastal Beach'., O Coastal Dune O Barter Beach O Coastal Bank ❑ Rocky Intertidal Shore• O Salt Marsh• O Land Under Salt Pond* O UndContaining Shellfish • O Fish Run• Likely to involve U.S.Army Corps of Engineers concurrent jurisdiction.See General Instructions for Completing Notice of Intent. 3.2 SS Part it:Site Description Indicate which of the following Information has been provided (on a PInn. narrative description ar caleula tions)to clearly,completely and accurately describe existing alta conditlons.. identifying Number/Letter (of plan,narrative or calculations) Natural Features: 6 F 3 Solis 'ini 3 Vegetation 3 efi 3 Topography A QE 3 Open water bodies(Ineh,dIng ponds and lakes) 3 O g8 Flowing water bodies(fnduding streams and rivers)' N A Public and prNafe surface water and ground water supper on or within 100 feet of site 3 of 0;' Maximum annual ground water elevations with dates and location of test 3 of 3 Boundades of resoures areas checked under Part I,Item 11 above Other I OFS, Man-made Features: J,or 3 ft 3 OF% Structures(such as buildings,piers.towers and headweus) 3 ods Drainage and flood control facilities at the'afte and immediately off the site,Including AfMkW culverts and open channels (wtih inverts).dams and dikes Subsurface sewage disposal systems 30P 3 underground utilig" Roadways and parking areas 1 or' f3 t3oF3 Property boundaries.easements andrlgh*.of-way Other Part lit:Work Description Indicate which of the following information has been provided(on a plan.In narrative description or ealcuta- dons)to dearly,completely and accurately describe work proposed within each of the resource areas checked in Pert I,Item 11 above. Identifying Number/Letter (of plant,narrative or calculations) Planview and Cross Section of: 20>=34�3 Structures(such as buildings,Of.. towers and headwans) Z o�3Et 30�i Drainage and flood control facilities,Including culverts and open channels(with inverts). dams and dikes 2 ergt'xi Subsurface sewage disposal systems 3 underground utilities ?ifs 5 Filling,dredging and excavating,Indicating volume and composition of materiel f4 CoMpensatory storage areas,where required In accordance with Part III,Section 10:57 (4)of the regulations Other Point Sou;ce Discharge Description of characteristics of discharge from point source(both closed and open channel),when point of discharge falls within resource area checked under Part I,Item, 11 above,as supported by standard engineering calculations,data and plans,Including but not limited to the following: 3.3 89 1. Delineation of the drainage area contributing to the point of discharge; 2. Pre-and post-development peak run-off from the drainage area.at the point of discharge,for at least the A 0-year and 100-year frequency stone: 3. Pre.and post-development rate of infiltration contributing to the resource area checked under Part I,item 11 above; 4. Pstlrnated water quality chamcterlstks of pre-and post-development run-off at the point of discharge. Part IV:Mitigating Measures 1. dearly,completely and accurately describe,with reference to supporting plans and celculstlons Where' necessary: (a) All measures and designs proposed to meet the performance standards set forth under each re- source area spectfied In Part 11 or Part 111 of the regulations;or (b) why the presumptions set forth under each resource area specified in Part H or Part III of the regula- dons do not apply. 0 curer R"ouice Hee TYpC :.. W nWylrq mmbw or letter . of support documents D Ward Idendrylrq munber or letter u 0 ctter Fes"ce Me Type. of support doaanente O Warta 3-4 f 90 At"TYPO: k%n&y+rw number or loner 0{ Co-tel � Wswes al"*Pori dom~ts Wald fpA, 44e uo �/a/�G� Ta T)+ir fi�A►11!. W,LL- ocGu¢E APFiMduc A Poe �o •�1JE , 1SGTt�I`CY - At.t dPPE1a�t'� PS .11a C 'Z LA (54-m Ft OODTa TI-tE 3 0� 1/NNEfltb'Tt: ®t2�t'� O�"�4t� t'Ft��`J� �2pttil .ft 44e LW. Aar° A6 P bVip 2. Clearly,completely and&=irately describe,with reference to supporting pie and calaulatlons where necessary. (a) an measures and designs to regulate work within the Buff lir Zone so as to Insure that'said work does not alter an area specified in Part I,Section 10.02(1)(a)of these regulations:or . (b) if work in the Buffer Zone wig atter such An area.LI measures and designs proposed to meet the performance standards established for the ad)ecint reaouree'area apecifled in Part U Of Part III of these regulatfone. Area Type Bordered er loo-Fooe Olsarr"'Wy ZWW - td«+arylrgrssnbrtxfener O Googly l nesoraes d prvmrr dOCL~te !a' 4Jand 1-10 D/a/�Gt� 'Tv T4� \VL" OGGL.)O v �o Yt� rT; �S� b�o•�� �C+a-s �� 2 0� 3 ZotJim eoAJ v Crr5IEF �� T�t� :EauSTlr.�fo 3o�'f t_ r.�� Gt_t - 1Sl.L lsaa =CfZ sx'CfAJ ��' ?� Ihor�'tT�•-t7 t� 1Scco7P6NG� \�lt-�u .5po .7ta"J 6iCt7(/�lC�1T1ST l D� COtJ'[��L �C��. 3-5 91 Part V:Additional Information for a Department of th•Army Permit 1. COE Application No. —2. (tobe provided by COE) (Name of waterway) 3. Names and addresses of property owners adjoining your property: 4. Document other project alternatives 0.e.,other Iocatlons and/or construction methods,particu(ar1Y those that would eikninate the discharge of dredged or fill material Into waters or wetlands). 5. 8'f(' x 11 0 drawings In planview and cross section,showing the resource area and the proposed actty- tty within the resource area.Drawings must be to scale and should be dear enough for photocopying. Ceroficacxl is requited from the Dv=n of Water.R Attion C ntrot before the Fasten Wn-i .can be issued. Certifcaton may.be obtah ItY ooitXbM the Dvsnn of WaW3 Poirtion.CmWL 1 Wr>�r Street Boston. tvlassamuGetts 02108. Where the ac&i ywilftake dace V41il the area.under.the Massadxset>.s appxaed Coastal Zone Manages progmn fie apptizrt certifies fiat his prolooSed acttt c cot�Wth and Wilbe conducted it a manner that is mrsstent V-41 the appry ed Ffogram . kftnladon prvrided wit be used in evaluating the appfCatjon for a permit and is made a matter of pubFc. . Moord through issuance of a P_bV notice. Disdosue of ttvs information is voluntary. hone" f necessary i)format cn -s not pfvvided. the app<cat on cannot be prccessed nor can a permit be issued. I hereby certify under the pains and penalties of perfury that the foregoing Notice of Intent and accompanying plans.documents and supporting data are true and complete,to the best of my knowledge. S lure of Applicant Date Signature of Applicant's Representattve Date FORM -s.t.,aow t. CNa hr. AQ &,provost by HQu3ACi, "s' Ilu'. HED 100 (TEST),T11. 4'<..ot to.0 . tt r.o o lol.t D.P.rt...t of 1h. Ary .wst 3t.to of N"'C\.w . oPPllutl.w 1 MAY 82 (or . Poit to .bt.l. pond..l.. to V.d.r. .ahltln to UdUd 3t.1.. .a.n no orrice d Hu&,.nut sod 3.10.1 (DNU Yu &,pr'v.d I%..< (.'.d&,o rce.4d N U' US An&, Cup d [ql no., ol(S N.Llor 0701.0036 .est .glr.tbw Lt' .(30 3.,tu.Y.r 1667 oRllu', Tb tt.uw..t .ill M .ot 1. t .lot typo. 3-8 r>- a� � 1 -`' � � art e � /�% I� I� �•.: �.r.�•�r". ��. �\v\\ �r 1 ry " ar � sff •.� fes' r/ a , r / a %I to J" ,; /f ` ::/ Ir DI / � ,,Danv6tsportlr � •.� I�YQ ,�•. .�, � �,y r';?: 45 8 • S .: Fos F — "�' `� r � (� �. c r V rz .� �. � //ry h�•R', t rJ G-\\\�b Ri v } r I 'a Sa RCr ,�// 5 PC Gol rie J n // JC ROLks , Pt I O ._�B` VER. •' '� �� •� ham`• I ,gym^AA s �. ..J U L HI llr 4 A G°sand h. W Salem 130 see Gabl60 \ B \\ W a -T. B�`uVav na I Q \ o . c/�� ee Q w l• / �`\"<� \1 r(J;r Palmer v6J DN' COUe rPalmer - •�[V� �J -. r : z .Pt U lrb Ir^�� I T ( ,'. o� J ` ��� \.o ♦ r'` BMi. } �j Picker-'A I r r• r� r<. r O .Q�r �r l SY\ �S �„/ y �j{ ) g G Pt Yr�/�+ .!I p1 s�'I 'a� ��� 0 Cou ae �' ,S /��♦ •ao _/� I s • .� _ }'''\ ♦ti Ielantl LLe,oZ //CPQ APPENDIX A SOIL EROSION AND SEDIMENTATION CONTROL PROGRAM APPENDIX A SOIL EROSION AND SEDIMENTATION CONTROL PROGRAM Introduction The Soil Erosion and Sedimentation Control Plan is designed primarily to provide specific control measures for .the construction phase of the project. However, certain portions of the Control Plan and some of the specific structures may and should stay in place until the establishment of final growth. The general pattern of construction will be the establishment of control structures prior to the actual construction of the stripping of soils prior to the construction of any of the work contemplated herein. Inasmuch as these constructions will be phased so will the Sedimentation Control Plan be phased in its implementation. General Principles The following is a summary of the general principles which are, to be incorporated in the Soil Erosion and Sedimentation Control Plan. 1. Construction of required control structures (see attached details) . 2. Stripping of vegetative cover and excavation of excess materials (see attached Site Plans). 3. Wherever feasible, natural vegetative cover shall be retained and protected. 4. The extent of the disturbed area shall be kept to a minimum, limits to be as shown on the plans or as determined by the Engineer in the field. 5. Temporary seeding, mulching, or other approved methods of stabilization shall be employed, to protect critical exposed areas, during prolonged periods of construction. 6. Water runoff shall be contained, as much as practical, within the confines of the construction area, and controlled at other times to facilitate ground water recharge. 7. All sediment is to be retained on the site as much as practicable. f Construction Sequence The following construction sequence is recommended to minimize potential sediment losses and to prevent the siltation of wetlands, brooks, streams and drainage structures (existing and/or new). At no time will excessively large areas be allowed to be disturbed. All control measures and structures are shown in the Soil Erosion and Sedimentation Control Plan. 1. Construct Haybale Check Dams at all points as indicated or directed. 2. Construct siltation fence(s) at the base of all slopes indicated to be protected. The fence(s) shall extend to the limits indicated on the plans, or as directed by the Engineer. 3. Strip and stock pile all top soils, as directed, from areas as indicated to be stripped on the Site Plan. 4. Construct drainage systems, in prescribed order, to control storm runoff from construction site. 5. Excavate and grade areas indicated on the Site Plan (Topographic Plan) to approximate sub grade levels. 6. Construct Utility systems and other constructions as indicated. All catch basins and drains are to be protected by prescribed filters. 7. Construct finish surface(s) as indicated on the Site Plan (Topographic Plan) and immediately seed and/or protect all areas by temporary vegetation or permanent planting. 8. Stabilize all cut and/or fill slopes immediately after seeding to curtail erosion while plantings become established. A. Straw Mulch (70-90 lbs. per square yard) ' B. Jute mesh (see detail) C. Wood chips (275 lbs. per 1000 square feet) 9. Construct haybale diversion dikes at the top of slopes, as indicated, to divert runoff from slope. 10. Runoff from all areas where velocity exceeds three (3) f.p.s. shall be directed to suitable stabilized areas and/or silt control areas. 11 . Energy dissipating devices, rip-rap, etc. , shall be installed at all outfalls, as directed, to reduce velocities to three (3) f.p.s. Upon completion of construction, and earlier as required, silt and sediment, that has been trapped in control devices, shall be removed and disposed of in an approved manner and in an approved location. All control structures shall be inspected weekly and after all storm occurrences and cleaned and repaired as directed or required. Description of Sediment Control Structures Siltation Fence - All flow from the construction areas will flow naturally to the low (wetland) areas off the site. At the low areas the flow will be intercepted by the siltation fence which consists of standard manufacture "snow fencing" covered, on the up stream side, with the polypropylene filter fabric (fabric has minute openings which permit the passage of water but contain the silts and sediments) . Haybale Dams —These structures are to be placed in existing and proposed drainage ways to serve as sediment traps to prevent the sediment from leaving the site and entering the existing drainage system(s). Haybales will allow the water to pass through and leave the site but will retain and trap the sediment on the upsteam side. These are constructed of standard baled hay staked in position with two (2) (min. ) steel stakes per bale. Haybale Diversion - Similar in construction to the "Dam" this ,structure is used to divert runoff flows away from disturbed slopes and to controlled areas as overland flow. Catch Basin Filters - These filters are to be placed on all catch basins to prevent the sediment from entering the drainage system. The construction of these facilities is shown on the accompanying "DETAIL". Planting - Planting will be used on all exposed areas as both a temporary and a permanent erosion control method (see Tables I and II) . TABLE I Seeding for Temporary Cover SEEDING RATE (lbs. per RECOMMENDED SPECIES 1000 s.f. ) Acre SEEDING DATES Annual Rye Grass 1 40 Mar. 1 to June 30 Aug. 15 to Sept. 15 Sudangrass 1 40 May 15 to Aug. 15 Millet 1 30 June 1 to Aug. 1 Winter Rye 3 120 Aug. 15 to Oct. 15 �I TABLE II Seeding for Permanent Cover Permissible Velocity (1) . SLOPE Erosion Easily SPECIES RANGE Resistant Eroded (percent) Soils Soils (velocities in f.p.s. ) Reed canarygrass 0 - 5 7 5 Tall fescur 5 - 10 6 4 Kentucky bluegrass over 10 5 3 Grass-legume mixture (2) 0 - 5 5 4 5 - 10 4 3 Red fescur 0 - 5 (3) 3.5 2.5 Redtop Annuals (4) 0 - 5 3.5 2.5 Sudangrass Small grain (rye, oats, barley) Ryegrass (1) Velocities may exceed five (5) feet per second (f.p.s.) only where vegetative cover is well established and proper maintenance can be obtained. (2) Do not use on slopes over 10 percent. (3) Do not use on slopes over 5 percent. (4) Annuals are to be used as temporary protection until permanent covers are established. GZo�iL� :5-rz7Hr, oZ 1106WE--e.//�B�DDING D£TA IL ST��nY- To vvx--dtotnv{ cw.>gur✓o �fo+l0 � � (��' ' C\vI1Zt; 02 1-i`fl.ori 02 G21a�(13L / j� 7 / rt, LIio Oto CON'TOWe_ -„a- o.. 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A5V OUAVA/T �/ 02 equ4L) C PRO Ti5C7T=D-4ZEA Yt MMFa W �.(I OOrr0AW 7=LI .e-- 07- -rAO/1/C 1M It [/CVEoo�D (TYPICAL) om... .. . ... . ........ . . ....... . . ..nnnnnnnnnmn . .... ... .. ....... . . . .... . ZMALZE 7-44WIC TU M-AlCiE UP 3r/ZeA,c/ ?wACa=' .._ L _ ...•_ I . I 1 1 1 1 W11(va i.a(INtNYHI}Yllul nu11w/II�IM+W♦�l.V W V,.y..,u�.MN«.0 M/KaW W.l r' D�T,4-/L S/L TAT/QA1 Fr-AIA10 -FCAW-O� C i APPENDIX B DRAINAGE COMPUTATIONS Fi.PEENiy,,F yr J E <s J A 1Q 3 P A TXA;,C-VQ ST.2EET O /,tlflGEdQE,QS /%/00' TERMS dNo SYMBOLS J Q=Q/3'Gha�� ire Cu�vc Ft-cf L�rSeCanc� �CF.S) . 2. e.= Rain�a// 3. C C'o2ic/en7� a{ una - Conte-1Q177L-.S2¢ 4. r = Roo'iva o /oip¢ /r7 //7C/-7(Z-5 ar- ACCA 7• A ' Orz�inc�g¢ ,G7.-�o in Acta. (YYrn`¢rsh¢d Arz2a) Fr,2q u¢ncy 9. t = ConCe/-7r,7'on -ruo /r7 Menu C3 . /O. n - /t?onr�ings C,o¢��ci¢nf o�,Paug hn¢as -Can 3fi-sr�t/' -Se¢ Tab/¢. cy= Arec7 o�r .�Yo><eruioy in -394A711C F¢274. 1YC27 C,-wOy A-7 Fee74 la,2A/NACU F02�?UL�1 / Puno��Corn/oufaf/ona PODoecd on Z07'101,,1o4L Fo.2MULQ �. PiP¢' CDrn/ou�pfior75 �.32c/ on N/,4NN/NG o F0�2MlJLR. / / 3 COnC¢r/rrC/T/On Tir,,e = Dv2r/a.�c/f/ovyT.lne ,�Chon.�2/F/ow T•r�¢. 4. Chc7nr7eo/ F/ow T%me s. IOICChy - Y= Aq TABLE OF VALUICS OF "f02 V.4R/O[/.9 MMOUM7 SUi2FgC� la UE .2.4NC E /'2aM TD GO.NMON Cg3T /20N D•O/2 Co,vc.eErE D.o/2 D•ois D.o/5 7Ja6Ea710s CEMENT D•O/O O.O/Q O.D// V/T.e/P/EO C[.qY C40R.2• METac. uHcoATE - . CO O.O JPN, COo]TE'D PL✓EQ D.02/ D.023 .SM0071N L1.3P.�-/. L/N/ti/G� O.O/2 D.O/S CEME/-/T•L/NEO CF-/gNVELC O.O/2 O.O/B 0.0/4 CEMENT- R4jo,3[.E 0.0/7 0.030 D.e✓- RuBfsLE 0.025 D.o3S C•�JN.ALJ �i /TCNE3 Eg2TM - STRgiGsHTf, UN/PO�QM D.0/7 0.025 0.OZ3 .QdGC CUT - SMOOTH �' UN/r=O.QM 0.025 0.035 0.033 OREDC�O CN�7NNEc..S 0.025 D.033 0.028 LcR12TN f30TTON - RUBBGB J/OB.7 O.OZB 0.035 0.053 NATuRnL .57.eegM CNgNN��a CLE.gN .ST.Q�7/CvNT fjt7N.e5 D.025 D.o33 1�1/N0//-/C7i PC 4.5 ej .SNO.4JL-S 0.033 D.O¢S 3LVGG/3� D.OSO 0.080 D�-TG�RM/titAT/ON d� COEF/�/C/�`NT OF ?UNOFF �C�� FOR use /N 77JE Fde �T04NCOPlJ/N46E COMP TABLE A - L/rfx�ri Ar�� "G�✓a/ue) �L.qT �s/c%n7�ici,/ .�D� im/vorvioua O.yZO .5'TEE.o /X/%�� (./P 70� im/aervioua D.BD •� TD.�rQA/�NS�: SLOPE ��ea/poi- .�,.YeJ C 'duo/uc) .POLL/NGS /.5 f0 PO d. 20 STEE.� f.//GLY 2. -Tole. J - T/(:�isrr CLA✓ a•/o C4,*,y,47 LOa.y 0.20 S.nNO3� LOraM O'er 3. CO✓E•2 : Cuc Ti V,4f-:0 O./O /TOODEO O.2d To OhVr71;1 7�/h& Coe�j�cien� G' r Puro/Aroas O,ZVW 1172 ✓/c2/aCO of C'�or¢och o� i� oboue fhrn� �pc7ors o/x/ su6lrpc� 7ZhE Sum 1i-Vf? unii�y. TARGE' C- .Sur1oces d Coma/� ,q�na C !/o/uea aiNveic _C. 7A�sG C- OF QUNDfF CDEFF. I�.QG UE.? QUNO.-F .Sur e7ceS Miro. Moic. Pae s _ .S/c79 mcg/ Gc vcrele er .4e hohz . e.90 I.OD �ivemen�s el tloo,4wa,? eaoer/ci c/osedJ 2.74 0.90 drove% C/eon�iLoox oC/oyeye'Co..�ocf 0.25 D.7o QO// ROOq' ores'a d./d D.30 B G O 6 G O Eor1/17 5nrsa' D./5 D./o D.e5 e.6e d.+14 D.3D sUr�oces LDo.n D,20 O./D 0.D5 O.Go 0,¢5 D.35 D.Z5 D./5 0./e D.65 0.50 D.¢d C/oy D.3D o.2e D./5 2.75 e.6o e.So Con oaif Ar�oa MirJ Mox. COY -B�a/r/ess /�reos D.66 0.75 C// L�i�se Pesio/an a O. SO 0.465 Schur ./- PeSi�cn�ic// d.35 0.55 ,euro/ O�� ricfs D./o 0.25 Por.Eo �o/ Cvrx.s cr�c, O./o d.3S /S/o7e. / B• Bn� ✓eke%pian _ L . G.yh/ {/egelW/io,7 -Q Dome!/ e%/ion 2 � o 9a J ss h Ba �s Soca _ 2000 So Q 46 v Q 4a - .°o° s n 35 � Bao - Soo -,QA VX-O Qi 11 4,v 25 Z 2 aa.ee 04- -411 1. e 7.1 flo Bo OC E 2.0 60 �i4ga t L^ 40 0 v30 eo � S Al G 2 v /NL ET TYME Qi/�,QLANO FL pry' TlnaE /Sn /7a /90 2/o Y3u 25f 9 I � � B � � I I 1 6 1 V 5 'v 1. 4 q I � 3 h6 s 3 2 Q / / v O 40 Ga 60 /oo /20 /40 /10 /10 ?do Am Zsie 260 OU�2LJ�T/ON /N N///yUTE,� ISI/NFAG(. /NTENS/ TY Q1J.PAT/ON S�rm /n�¢ria/�i¢.s {ar Go36EX COUNTY MFi5.7F7CF-/!J.?�TTS eF1/NF4LG eZ-TU eQ l PE-RAOOZT l Efl2.5 STORM 67R4PH /NTGryO/Ty FREQuL'NCy COOL 60 MiH. 2 r 1.44 5 2 J.56 io 3 477 20 4 2.03 SD S e32 /0o G e66 i T & M ENGINEERING ASSOCIATES INC. JOB o41' e,/A/AF=Z'[OV4 J&Va 83 Pine Street SHEET NO t OF Z PEABODY, MASS. 01960 C (617) 535-7328 CALCULATED BY `� DATE CHECKED BY DATE SCALE Li'f(W G.. 4f41610 o.. Tlow"05 ..... d ;I ►a n Rt�Mva.�? �c,taQ R Q or l.oz^�s slew 20 YDs.� Y wR . 5-rv2/ok, __O• \ 0.2 0,¢ 6. 4 q= G �, 1se .=_O.fvX .QJ.. SIS -- lj1AE ot�..�NC tR�Tion1 = t0.8/iCt1� v_=,�•1 '�H� �iin>E of CoacE►.}(¢�cclaJ = 13�k�ia � = TJ.o'�I+iZ xb.ox_v.q = 2 .70 a� J5 ; QAC . � = O.(ox - 1x. •12 4 .4'5. /SR4 �o Ta \�lIu�-cioA �irE o r TRa-aaJ 7 /Ala _ t, �J = O. OIL 5. Vc t.oz ¢.S(� G� PRMT 2W m".0,mm.m-01,71. T & M ENGINEERING ASSOCIATES INC. JOB !P418 tGC//lm=w AV6. 83 Pine Street SHEET NO. OF 2 PEABODY, MASS. 01960 (617) 535-7328 CALCULATED BY 1`+S DATE CHECKED BY DATE SCALE e GojE _cru o ........ o.z fooI�itE ar Go�x�JtpT�Da = 10.6Ala i.-'S:� 0 46r Erys� Z .c5c.�s- POOP111cFs= D,3Qtp yEu2EA5E Ib%... PAV..ED U��Eiuucs -. . 'S Vic-. _ �•a5 1AWA ti_Lewcr�s Rpt iS' R-� 'Sa o. 005 � a 5.3 r✓- APs.. S O.OD y \11 ='TL "C� &QUA PAµEp t000 w W4ffs C%cAssrtC� 3.0 � = o . ta2 i PRDw 2 .1 wiz..e:mw m,:v Cm r d � o7 z v � h � UU,1 d V OV Paid 6 /doo /Sao 600 /odd r . 0.7 C o 0 4ac Geo Oi•1 B dB V' Sao a:aa poo Sao � _� a.e9 o.a? 2dd _ /ao 96 B e.d d Gd /ad e•/a dab s0 BO 84--7 d.aB o.006 40 6d 7p 6 d.e4 2.0 e.adQ . 3o SO do $ e.a e.eo3 4O 4-9--4 94 e 9 42 oi5 2d 94 3���' 3.0 \ /O 9e i d.aad8 p7 O.eea6 04 2 a.ao4 e,ddo5 2/ _SL6 e.eeo4 e.ooe3 So /2 / � 6 7.0 d.odadB � p e.d0006 .q / G d.a o.00003 dead 0,4 d d.0a0008 4.deo4o6 M4NN/NC7 .S F0.2MG/L,q �,�.2Q.oN/C SOLUT/ON , r OG•TG`.QM/NqT/ON ave- Co6=,=1C/ONT OF QIJNOFF �C Foe USC /N TX/E PqT/ONgL FOQMUGR FOQ 572�2MOP9/NFIcSE CO/lP TABLE A - G/rfxln A/�ol s •G �✓a/ueJ FG•4T ,Qesic%n7�ip✓ 3DB im/oCr✓ioua O•¢0 eSTE��E•E' •QBalc/Cn�ie�/ ,Sd% irrsp�rvioeia O.G 5 TA6GE B - .Puro/�Jr�a.� •1 TD.�r2Ar✓.4 Ste: scope �j�6e/fir, .r,./e) C '�r�o/ueJ FG4T LANG / �0 3 D•30 Roc c//./<v /S Ae ZO D. ZO .Sre:o=,q A/iccy /SO /0 PSO D./D Tic�Nr Cc.4Y o•/o Ccgy df7 4 o -J, 0.20 3. Co✓E2 ; , CULT/✓•QTE'O D•IO fy000E0 O'�O. To IhVe71;-1 7Zh& CoeVl of n>! G' r Pura/A/ins oc7c✓ -1170 ✓/o%C of C' ol'¢each 0//fie o6aua �`hr �Oe7ors ore/ 74167i T & M ENGINEERING ASSOCIATES INC. JOB vro/&Aua - FCLIEA*-�a ap 1 Q 83 Pine Street SHEET NO. OFLFS PEABODY, MASS. 01960 (617) 535-7328 CALCULATED BY DATE CHECKED BY DATE SCALE W.00. . S.. ....._ .........17-T ....... _ ............. C�UTt..aZ-.....Fi PE. :..16%j6 z-i. - :E.L . .O .. DJ�2-�pQ �YIl.Sd►J. �D '...= L . �j2,a ply 1 42A .... o w� 4116©0 'r, _ In mA oe�. Jc twl�� o �1".iI till,ft. .. JAywyalf(o.l( �O 20. E SDp G _ o 9e h ae SOHO O 70 (� 65 2��IN 4000 . W v do �4p Q 4s Pq✓d-o yl 4aa zs 2 Q zoo zF 20 soIL. ss es 70 V 60 .50 V v e � /o 2 5 v /NL ET TYME CVV&RGA/VO A4 Qry �It�FLG T & M JOB ENGINEERING ASSOCIATES INC. SHEET NO. OF 83 Pine Street WEST PEABODY, MASSACHUSETTS 01960 CALCULATED BY DATE (617) 535-7328 CHECKED BY DATE SCALE I'. . L.. ....1._ ........ .... . ......... .. . .... (J ..........., .......... — G1s.�P�s_GfT-t' PMtMRfill SIN f.Mm Mu M1,11 T & M ENGINEERING ASSOCIATES INC. 'DBN'� 83 Pine Street SHEET NO, OF U PEABODY, MASS. 01960 (617) 535.7328 CALCULATED BY DATE CHECKED BY DATE SCALE foA- l _ -IA ISTzGN_ Y l ..... Ad ol ........ olGbY1�IT`1' G�,s. - - I 54 ee T&M ENGINEERING ASSOCIATES INC. -- -- 1 I { - 83 Pine Street exeer co. or -._., 111 PEABODY,MASS.01960 ._._. _ ... (617)535.7328 VewuureV ar Vere I .. exeoxeV er Vere _.i � _ y _. ( �. I (•� - i _. . �i -- ) I--' -� I �—- — — — - — L -f , I ; HI TTT 1_ I -- _4_ .. I I -1-f?- - - 4 ' I -- -� - - I i I I - --- " —I—,-7— I - - I . )oo'eep-....._ po;0o0_ -.. ! X1-1 _ ;1 We hTO�eG.� GA'PoUTY. �Cu. �T� /c is 9 - 5 ' a 2 I V S 'v 1 R. M� 2 � / G O EH 40 60 OO /Oe da /Io /fe xb fdo Pd� LN PLO ago 3vo OuRarioN R*/NF.QLG /NTENd/TY Due47-/o" Sfn/-m /n�zr/a/�i¢J jo. 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'"�. poo•+ I"MOE 139 E !I 10 l J` pV p77 STRUCpiq�N �\ - fa FIRM BOTTOM + + \ v l o ° � .\ a \ I / ♦ i 7 see 0 SVREAC[ M.5 01LO'COAR L --a Frt CAO , RCATCH \\I 3 fl \ ` _ , c+i. y ♦,.♦'• ee+ - (A — Z --iW4 2Fr. .3 {>FA \ O``Y•` �\ a� ♦ ♦_\ 1[3 1 ,' .w�. CATER ♦ CWl Y P NEW ? / .nl i.. AT SVRfACL of t 111 � J•.1�4 REI \YO, � /• CONS ttfl ) +W - NM CDx$iwrlON / 1 , VH ETE R C]O i b V ♦/ ) YO A `'\ F �F— Nh MEN � 'F y�. � ���,✓� " " 4// _ V� 1 Efa.[. 1 ter'` -.. 1-c a � I , o O 1'� y/ Y�, [jRED ART1Z.COY l C • � ' , b M�PFA \/\\J)�///\//) � .f `� • doe E `` ".SA 1\ 3)L[ k // It --1. GiGtsE E l It Zoo' S. RUSSELL SYLVA 4 186 Commissioner �// ,/ U/a�i�wz, /Y/�zddG�cL 0/807 ",'-tLEi'ri PLANNING DEPT. 935-2160 f _ DATE: 4/1/86 TOWN: Salem _ ASSIGNED FILE NO b4-130 The Division of Wetlands is in receipt of an application filed under M.G.L. Chapter 131, Section 40, the application is in the name of: APPLICANT: Donald S. Emerton & Frank Romano OWNER OF LAND: City of Salem c o Dept. of PuMic w7rks 141 Highland Ave. City Hall Salem, MA 01970 Salem, MA 01970 1 PROJECT LOCATION: Willson Rd. LOT: PROJECT REVIEW. . ( ) The application is incomplete. No File Number will be assigned until material checked. below is submitted to this Office: ( ) Notice of Intent and Environmental ( ) Plans Data form ( ) Project requires the filing of a ( ) Locus Form 3 (Notice of Intent) rather than Form 4 (Abbreviated Notice of Intent) WATERWAYS REVIEW ( ) Project may require a Chapter 91 License - Project has been referred to Waterways. ( � Project does not require a Chapter 91 License. ISSUANCE A OF FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED, NOT APPROVAL OF THE APPLICATION. Very truly yours, William A. Krol , P.E. Deputy Regional Environmental Engineer 1 cc: Conservation Commission, Salem , MA 01971 Frank Romano, 17 Cherry Hill Ave, Salem, MA 01970 t i IIMr� Civ of Saltm, fflassac4ituthi ".e.e: 1. .. {`:[.:.•_ ..:: _ ./ .. .: :� 0 1,986 Orm '$nf 2i (Brun SALEM PLAiV V!NG DEPT. REQUEST FOR REVIEW COMMENTS 1�\:✓ L5!! V �11! MAR 2 81986 LI IJI p DEFINITIVE PLAN • I:ITY OF SALEM HEALTH D=, ,, LATE: 1 ,,A Z 7 . 19$-a TO: ( ) Building Inspector ( ) Superintendent of Streets O City Engineer ( ) Fire Department . ( ) Board of Health ( ) Police Department ( ) Conservation Commission ( ) School Department Attached please find the application referenced below. The Planning Board re- quests that you review this application relative to Section III of the Sub- division Regulations. We would appreciate your completing the form below and returning it to us. A public hearing on this application is tentatively scheduled for APPLICANT: FI-0U')k korno_nO PROJECT NAME AND ADDRESS: e Yrn(Y)ex-bn 4yN--nLAz �FmrnPr-}rm F}c �pnue I..o-f� I -fa ci CONTACT PERSONS AND PHONE: Applicant: E, k Re a an '7U5- 4435 city: '5 6r-y_) PLEASE "SUBMIT YOUR COMMENTS BY: A pr; 13o, ! 9%-Ca (Failure t comment within 35 d s s all be deemed as lack of opposition) 35 � Ca►rnence- on io.c , �, Ir ( ) Concur with proposal (Explain on reverse side.) ( ). Need more information (Explain on reverse side. ) C ) Cannot concur with proposal (Explain on reverse side. ) ( ) Comments included Health Agent April 9. 1986 REVIEWER'S SIGNATURE TITLE DATE SY5 j Salem Health Department April 9, 1986 The applicant will submit to the following specifications: 1. The design proposal concurs with the City Engineering Department and City Plumbing Inspector for Utility Tie-ins for drinking water, sanitary waste (sewage) , gas lines, and/or any other utility service. 1A. The proposed drinking water line is an extension of a dead end system. It is recommended that the extension be looped to prevent the increase of negative pressure. 2. Prior to water service (drinking water) being put into service that it be tested for pressure and bacteria by a certified laboratory and the results submitted to the Planning and Health Departments in writing. 3. Employ an acceptable method for removal of all construction debris and vegetation waste from site during construction. 4. Employ an acceptable method for dust and street cleaning control during site construction. 5. Prior to site start-up and during site construction employ a licensed pest control firm for site evaluation and service with a copy of the service program sent to the Planning and Health Departments. 6. The final surface be graded so as to prevent any blockage or stagnant matter, water, or organic growth which could create offensive conditions and/or odors. 7. 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