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64-225 - CALUMET STREET - CONSERVATION COMMISSION /JJJ 71 f � r r a i S a� r a L, 310 CMR 10.99 DEP Mem Form 5 (To be Provided b/DEP) Cititroea Salam . AWficamHewitt (Harold) commomreal th of Massachusetts order of Conditions liassachuetts wetlands Protection Act G.L. C. 131r 540 From Salam Cnnaarva7-i nn Cnmmiccinn Issuing Authority To Harold Hewitt Same (Name of Applicant) (Name of property owner) Address 18 Verdon Street Address Same This order is issued and delivered as follows: ❑ by hand delivery to applicant or representative on (date). ® by certified mail, return receipt requested on November 15, 1994 (date) c This project is located at Calumet Street The property is recorded at the Registry of Essex Book 7681 Page 001 Certificate (if registered) N/A The Notice of Intent for this project was filed on June 10, 1994 (date) The public heaziny was clnsad on_ November 1Q. 1994 __ (date) Findings The '%Commission has reviewed the above-referenced Notice of intent and plans and has held a pmalic hearing on the project. Based on the-information available to the Commis ci nn at this time,' the Commission has determined that the area on which the proposed worn is to io done is signifitanf�,to the following interests in accordance with the Presumptions of Significance set forth in the r egulation for r each Area Subject to Protection under the Act (check as appropriate): yJ Publ ie ova\t\er supply Flood Control Lard containing shellfish Int Private rater supply Storm damage prevention Fisheries mom[ Ground watercupply Prevention of pollution, Protection of Wildlife Habitat -Total Filing fee Submitted $18,450.00 State Share- $712.50 (1/2 fee in excess of $25) City/Town Share S797.50 Total Refund Due f City/Town Portion f State Portionf (1/2 total) (1/2 total) Effective 11/10/89 5-1 Therefore, the ('omm;cc;nn hereby finds that the fallowing conuitions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those interests checked above. The ( nmmicc;nn 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 following 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 measures, shall be deemed cause to revoke or modify this order. 2. The 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 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 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 application to the issuing authority at least 30 days prior to the expiration date of the order. o . A.,y _f 11 abed in conneet'_on with thi,, ::, ilect -all be cine.. fill, conta_=_ny no trash, refuse, rub�)ish or dstciu, in-luding Lut t.ot 1ixit-1 to lumber, bricks, piaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of ghee foregoing. J 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. No work shall be undertaken until the Final orderjhas been recorded .+ in the Registry of Deeds or the Land court for the district in which the land is located, within the chain of title n' 'the affected er shall also property. in the case of recorded land, the Fin the 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 informatin shall be submitted to the ( n isf nn 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 A64e.jMtment of Environmental Protection, File Number LLQ 10. Where the Department of Environmental Protection-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. 5-2 il�- � 11. Upon completion of tho work described herein, the appl=cant 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: Plane: Title Dated signed and stamped by: on File with: Defines -�sy "3Chr;crnnp hAr mi i„ s —�exse•�ve•pse:e-6emmie^azviT Plan -Calumet Street revised Paul Mulloney Salem, ash-- thru 10/25/94 Letter from Charles 11/9/94 Quigley special Conditions (use additional paper if necessary) SEE ATTACHED CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Leave Space -Blank) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-3A mans: Title Dated signed and stamped by: on File with: special Conditions (use additional paper if necessary) (Leave space Blank) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-3B iSqued B yOn9e�,6dtiOn coi=4 O$y tl Si n ure(e) This order must be signed by a majority of the conservation Commission. on this loth day of November 19 94 , before me personally appeared thA ahn..A nnm-A , to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. / a July 15, 1999 otary Public my commission expires The applicant, the owner, any person agrrieved by this order, any owner of land abutting the lard upon which tGe proposed work is to be done, or any ten residents of the city or town in which such lend is located, are hereby notified of their right to request the Department of Environmental protection to issue a Superseding . Order, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7), within ten days from the date of issuance of this determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Comaission and the applicant. Detach on dotted line and submit to the Cnormcci0.. prior to commencement of work. ............................................................................................................ To Salem Conservation (:nmmicc;n., Issuing Authority Please be advised that the Order of Conditions for the project at Calumet Street File Number 64-795 has been recorded at the Registry of Essex any has been noted in the chain of title of the affected property in accordance with General Condition 8 on ,19 If recorded land, the instrument n tear which identifies this transaction is If registered lend, the document rater which identifies this transaction is Signature Applicant 5-4A issued by the Deparcment of Enviro:unental Protection signature On this day of 19 before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and dead. I Notary Public My commission expires The applicant, the owner, any person aggrieved by the superseding Order, any owner of tared abutting the land upon which the proposed work is to be dors, or any ton persons pursuant to G.L. c.30A itOA, are hereby notified of their right to request an adjudicatory hearing pursuant to G.L. c.30A, 110, providing the request is gads by certified most or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7), within ten days from the date of issuance of this Superseding Order, and is addressed to: Docket Clerk, Office of General Counsel, Department of Environmental protection, One winter Street, Boston, MA 02108P A copy of the request shall at the same time be sent by certified mil or hand delivery to the Conservation [omission, the applicant, and any other party. A Notice of Claim for an Adjudicatory Hearing shall comply with the Department's Rules forldjudieatory Proceedings, 310 CMR 1.01(6), and shall contain the fallowing information: (a) the DEP wetlands File Number, name of the applicant and address of the project; (b) the complete name, address and telephone nadir of the party filing the request, and, if represented by counsel, the nam and address of the attorney; (c) the nems and addresses of ell other parties, if known; - (d) a clear and concise statement of (1) the facts which are grouts for the proceedings, (2) the objections to this Superseding Order, including specifically the manner in which it is alleged to he inconsistent with the Departnen['s wetlands Regulations (310 CMR 10.00) and does not contribute to the pros-ction of the in""tts identified in the act, and (3) the relief soughr througn the arwarjudicatory hearer,, clo41.-g spa-.fically the --angel desired in the Supersedine orc- ; (e) a sratpr:eot coat a c:ay of the ragaast har been sent to the applicant, the oonser•mtion commissar^o and each other party or represen:.mtive of stun party, if known. Failure to submit all necessary information may result in a dismissal by the Oepartment of the Notice of Claim for an Adjudicatory nearing. Detach do dotted tiro and ari'it to the prior to comenxement of work. ............................................................................................................ To Issuing Authority. Please be advised that the Order of Conditions for the project at File Naraber has been recorded at the Registry of and has been noted in the chain of title of the affected property in accordance with General Condition 8 en , 19 if recorded land, the instrument nmmber which identifies this transaction is if registered land, the document nunber which identifies this transaction is Signature _ Applicant 5-4B i SPECIAL CONDITIONS DEP FILE #64-225 CALUMET STREET 1. All work shall conform to the above-referenced Notice of Intent (NOI), site plan and supporting documents and those final specifications which shall be filed with the Commission prior to construction. Any change to the approved plans shall require the applicant to inquire of the Commission in writing whether the change is substantial enough to require the filing of a new NOI. 2. Prior to commencement of construction activities revised plans as discussed and approved at meeting of November, 16 1994 shall be submitted to the Conservation Commission. 3. Members and agents of the Commission shall have the right to enter and inspect the premises at all reasonable times to evaluate compliance with the conditions in this Order. The Commission may require the applicant to submit additional data or information necessary for the Commission to conduct that evaluation. 4. Upon completion of the project, the applicant shall submit, with the request for a Certification of Compliance, an affidavit, prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the site has been developed, in accordance with the requirements of this Order of Conditions, the referenced site plan and supporting documents. 5. This Order shall apply to every successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans or part thereof. In the event this land or any part thereof changes ownership before or during construction, the current owner shall notify the new owner, by registered mail, of this Order prior to the transfer of ownership and shall forward proof of this notification to the Commission. 6. Notice shall be given this Commission no more than 2 weeks nor less than 2 days prior to the commencement of construction activities. Said notice shall include, in writing, the name(s), address(es), and business and home telephone numbers of the project supervisor(s) responsible for insuring that operations are conducted in compliance with this Order. 7. A copy of the plan, and the Order of Conditions with any Special Conditions will be retained on site throughout the project. 8. Additional erosion and sedimentation control measures deemed necessary by the Commission shall be instituted by the applicant. Any siltation caused onto any resource area shall be promptly reported to the Commission and shall be restored to the satisfaction of the Commission. 9. During construction, no debris, fill, or excavated material shall be stockpiled within 100 feet of the resource area. Any other stockpile location will be protected sufficient to prevent sediment from surface runoff entering wetlands. 10. Equipment servicing and overnight equipment storage must be conducted outside the buffer zone. Equipment must be maintained to prevent leakage or discharge of pollutants. 11. * No spill or discharge of petroleum products or other pollutants will occur within 100 feet of any wetland resource area. 12. * Use or storage of rock salt (sodium chloride) or other toxic de-icing chemicals is prohibited within 100 feet of the resource area. Any arrangement for snow removal shall stipulate the ban. 13. * Minimal pruning and no removal of any buffer zone or wetland vegetation will occur downgradient of the staked haybale line. 14. All disturbed soils shall be immediately and similarly re-vegetated upon completion of construction activities or shall be mulched until the next growing season. 15. * Fertilizers used for landscaping and lawn care shall contain a low nitrogen content and be used in moderation. Pesticides and herbicides shall not be used within 100 feet of the resource area. 16. A representative of the Conservation Commission shall be part of the site inspection required by the Planning Board which will be conducted with the City Engineer, Planning Department and Clerk of the Works. 17. Lot D on enclosed plan may require additional review by the Conservation Commission prior to the *ongoing conditions that do not expire upon issuance of a Certificate of Compliance. CITYOF ALEM CONSERVAT ONS OMMiSSION Will hold a Public Hearing for a Notice of Intent under the Massachusetts Wetlands Protection Act, Massachusetts General Laws,Chapter 131,Section 40,at the request of Harold Hewitt.The applicant proposes to construct five single family homes, a cul-de-sac roadway, associated site preparation and the felling of a 1,950 s.f. Resource Area with a proposed miti mitigation tion of a 2 000 s.f. wetland hcation on Calumet Street, Map 10, Lot 25. The hearing will be held on Thursday,June 23, 1994 at 7:00 p.m., One Salem Green, second floor con- ference room.. Jane 16, 1994 BETSY HORNE, Chair ' ' SN26705 t GULF OF MAINE RESEARCH CENTER INC. , Notice of Intent ' Under the Massachusetts Wetlands Protection Act ' - (M.G.L. C. 131 S.40) ' for property at: Calumet Street Subdivision 0 Sutton Terrace Rear ' Salem, Massachusetts ' Prepared for: Mr. Harry Hewitt 18 Verdon Street tSalem,Massachusetts ' Prepared by: Gulf of Maine Research Center,Inc. 204 Lafayette Street Salem,Massachusetts June 10, 1994 ' GMRC No. 24800254 i I r I ' ' ENVIRONMENTAL CONSULTING SERVICES 1 9 GULF OF MAINE RESEARCH CENTER INC. 1 , 1 TABLE OF CONTENTS 1 Calumet Street Subdivision 0 Sutton Terrace Rear Salem,Massachusetts t ATTACHMENT 1 Notice of Intent Under the Massachusetts Wetlands Protection Act (M.G.L. C.131 S.40) ' ATTACHMENT 2 Wetlands Report (Gulf of Maine Research, Inc.) ' ATTACHMENT 3 Drainage Calculations (Eastern Land Survey Associates, Inc.) ' ENCLOSURE Site Plans (Eastern Land Survey Associates,Inc.) 1 1 1 1 1� 1 1 ' 1 1 1 tCardinal 1 i i � 310 c10r 10.49 i DAP M Na (1'o be by Din Form 3 ' Gty/I'oan Salem, MA Applicant Harold Hewitt ccmouvealth Department t of Massachusetts Defense United Statt Notice of Intent of Americt ' Under the Massachusetts Wetlands Protection Act, G.L. c. 131, 540 and ' Application for a Department of the Army Permit Part It General Information ' - 1. Location: street Address Calumet Subdivision 1 cqnlpm MA Lot Number 10-25 ' 2. Project: Type Subdivision Description The applicant proposes to construct five single family homes and a cul'de-sac roadway which will tbp filling of approximately 1950 square feet of Bordering Vegetated Wetland. A storm drain with a detention pond will also be constructed. Proposed mitigation is the construction of a wetland replication area or approximately 1060 square feet. ' 3. Registry: county Essex Current Hook 7681 s Page ool Certificate (if Registered Land) '- -4. Applicant Mr. Harry Hewitt _ :Tel. (508) 744-5977 Address 18 Verdon Street, Salem, MA 01970 '. 5. Property Owner Mr. Harry Hewitt Tel..(508) 744-SQ77 Address 18 Verdon Street, Salem, MA 01970 t - 6. Representative Gulf of Maine Research Center, Inc. Tel. (50R) 74S-6618 Address 204 Lafayette Street, Salem, MA 01970 ' 7. a. Have the Conservation commission and. the Department's Regional office eaci been sent, by certified mail or hand deliver, 2 copies of completed Notice o. Intent, with supporting plans and documents? . I ' Yes © No ❑ b. Has the fee been submitted? Yes ® No Q c. TotalFiling Fee submitted One thousand four hundred fifty dollars d. city/Town share of Filing Fee $737.50 state Share of.:'Filing Fee $712.50 (sent to City/Town) (K of fee in excess of.S25, sent to DEP) e. Is a brief statement attached indicating how the applicant calculated the fee? ® Yes ❑ No t 3-1 ' 8. Have all obtainable permit}, variances and approvals required by local by-law been obtained? Yes ❑ No ' Obtained Applied For: Not Applied For: Planning Board Subdivision ' Building Permits 9. Is any portion of the site subject to a Wetlands ggstrictan Order pursuant ' to G.L. C. 131, S40A or G.L. c. 130, 5105? Yes U No L})1 10. List all plana=and supporting documents submitted with this Notice of Intent. ' Identifying Title, Date Number/Letter 1 (SP) SITE PLAN-- JUNE 1994 t - p (WR) WETLANS REPORT — JUNE 1994 - 3 (DC) DRAINAGE CALCULATIONS - MAY 1994 1 ' 11. -Check those resource areas within which work is proposed: ' (a) El Buffer Zone (b) inland: ' ❑ Bank* Land Subject to Flooding © Bordering vegetated Wetland* ❑ Bordering ❑ Land Under Water Body 6 Waterway* ❑ isolated ' (c) Coastal: ❑ Land Under the ocean* ❑ Designated Fort Area* ' ❑ coastal Beach* ❑ Coastal Dune ❑ Barrier Beach* ❑ Coastal Bank ❑ Rocky Intertidal shore* ❑ salt marsh* ' ❑ Land Under salt Pond* ❑ Land containing Shellfish* ❑ Fish Run* ' *Likely to involve U.S. Army Corps of Engineers concurrent jurisdiction. see General Instructions for Completing Notice of Intent. ' 12. is the project within esLimated habitat which is indicated on the most i recent Estimated Habitat Nap of state-Listed Rare Wetlands wildlife (if any; published by the Natural Heritage and Endangered species Program? YES ( ] NO [ X j Date printed on the Estimated Habitat Nap No NAP AVAILABLE [ ] (if any) 1993 ' If yes, have you sent a copy of the Notice of Intent to the Natural Heritag( and Endangered Species Program via the D.S. Postal Service by certified or priority mail (or otherwise sent it in a manner that guarantees delivery ' within two days) no later .than the date of the filing of this Notice of intent with the.conservation commission and the DEP regional office? YES [ ] NO [ ] If yes please attach evidence of timely mailing or other delivery to the Natural Heritage and Endangered species Program. ' Part 'Iis site Description Indicate which of the following information has been provided (on a plan, in t narrative description or calculations) to clearly, completely and accurately describe existing site conditions. Identifying ' Number/Letter (of plan, narrative or calculations) Natural Features ' WR DC soils WR Vegetation SP, WR _ Topography WR open water bodies(including ponds and lakes) A Flowing water bodies(including streams and rivers) ' NA Public and private surface water and ground water supplies on or within 100 feet of site NA maximum annual ground water elevations with dates and ' location of test SP, WR Boundaries of reeource areas checked under Part 1, item 11 above ' NA Other man-made Features: NA Structures (such as buildings, piers, towers and ' SP headwalls) Drainage and flood control facilities at the site and immediately off the site, including culverts and open channels (with inverts), dams and dikes SP Subsurface sewage disposal systems. ' NA underground utilities Sg - Roadways and:parking areas " ' SP Prop:rty bounarri.ev. 3asH:.tents and rights-of-uxy ' NA other ... - . Part III:-Work Description ' indicate which of the following information has lbeen provided (on a plan, in narrative description or calculations) to clearly, completely and accurately describe work proposed within each of the resource areas checked in Part I, item 11 above. identifying Number/Letter (of plan, narrative or calculations) ' otwnview and Cross Section of: " SP, WR Structures(such as buildings, piers., .r emend headwalls) SP, WR Drainage and flood control facilities, including culverts and open channels(with inverts), dams and-dikes ' SP Subsurface sewage disposal systems_ a underground utilities SP Filling, dredging .and .excavating, indicating volume and ' composition of material NA Compensatory storage ,areae, .where required in accordance with Part iii, Section 10.57(4) of the regulations. ' NA _ wildlife habitat restoration or repiicaticn areas NA .. Other .. . point source Discharge NA 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: 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 10-year and 100-year frequency storm; - 3. Pre- and post-development rate of infiltration eontritiutIng to the resource area checked oder Part 1, item 11 above; ' 4. Estimated water giitfty-cheracteristics of pre- and post-development run-off at the point of discharge. Part 1V: Nitipating Meastres ' 1. ,:�•Clea:ly. aaoletely rrd accurately descri!w, with reference to supporting plans andcalculations where necessary; ' (a) All weasures and designs proposed to west the performance standards set forth under each resource area specified in Part 11 or Part III of the regulations; or ' '.. (b) why the prestnptions set forth under each resource area specified in Part II or Part III of the regulations do not apply. e ' ❑ Coastal Resource Area Type: Identifying number or ® Inland Bordering Vegetated Wetland letter of support documents ' The applicant proposes to fill approximately 1.556square feet of this Wetland Resource Area. Accordingly, a wetland replication area of approximately !2o_oo square feet will be constructed. ' Erosion control barriers (i.e. staked haybales) will be installed SP,_ WR. between the construction site and the Bordering Vegetated Wetland in Resource Area %C,; The barrier will be inspected, maintained, - and replaced as necessary. Soil stabilization on graded areas will be accomplished by seeding with a mixture of fast growing grasses and applying a mulch. ' ❑ Coastal Resource Area Type: Identifying number or ❑ Inland letter of support documents ' N/A 1 3-5 ' ❑ coastal Resource Area Type: letterfof s numbed or ❑ Inland letter of support' documents ' N/A . t _ tare and calculations where 2. Clearly, completely and acc. -uuraraltely describe, with reterence to supporting p - necessary: ' (a) a(l measures.and designs to regulate work within the Buffer Zone'so as to ensure that saidwork does not alter an.area specified in Part 1, Section 10.020)(a) of these regutatiore; or ' (b) if work in the Buffer Zone wilt.alter such anarea, all measures vd designs proposed to meet the performance standards estabLlshed for the rdjace,i• resource area, specif iea In Part II o^ nc Part III of these regulations. ' ❑ coastal Resource Area Type .Bordered Identifying number or (3inland By 100-Feet Discretionary.zonee letter of support documents The applicant proposes site preparation-and filling within the SP WA,DC Buffer Zone of Resource Area C for{grading and construction of t - a detention basin and drainage structure: -A haybale barrier wil rea of Ctonstalled upgradient of the prevent sedimentation and topact aasdaalimit of work. Area ' 3-6 ' Part Vt Additional Information for a Department of the Army Permit i 1. COE Application No. (to be provided by COE) 2. (Name of waterway) ' 3. Names and addressee of property owners adjoining your property: ' SEE ATTACHED PAGE ' 4. Document other project alternatives (i.e., other locations and/or construction methods, particularly those that would eliminate the ' discharge of dredged or fill material into waters or wetlands) .. 5. 8h" x 11" drawings in planview and cross-section, showing the resource ' - area and the proposed 'activity within the resource area. Drawings must be to scale and should be clear enough for photocopying. ' Certification is required from the Division of Water Pollution control before the Federal permit can be issued. Certification may be obtained by contacting the Division of Water Pollution control, 1 Winter. street, Boston, Massachusetts 02108. Where the activity will take place within the area under the Massachusetts approved coastal zone Management Program, the applicant certifies that his proposed activity complies with and will be conducted in a manner that is ' .:onsistent with the approved program. ' information provided will be used in evaluating the application for a permit . and'is made a matter of public record through issuance of a public notice. .. Disclosure of this information is voluntary; -however, if necessary information is not provided, the application cannot be processed nor can a permit be ' issued. I hereby certify under the pains and penalties of perjury that the foregoing ' Notice of Intent and accompanying plans, documents and supporting data are true and complete, to the best of my knowledge. ature of Ap 1' ant Date SII ' sign u e f Applicant's Repress tive Date ' FORM "Exception to EMO form 4345 approved by:MOUSACE, 6 May 1982" YID 100 (TEST) 1 MAY a2 "This docu t contains a joint Department of the Army and State of Massachusetts application for a permit to obtain permission to perform ' activities in United States waters. Thr.Office of Management and Budget(OMB) has approved those questions required by the US Army Corps of Engineers. OMB Number 0702-0036 and expiration date of 30 September 1983 applies". This statement will be set in 6 point type._ 3_7 d ,I NOTICE OF jNMW FEE ZRANS'IITPAT. FVRM ' DEPARIMNT OF ENVIRONMENTAL Pj37PECI'ION DIVISION OF WETLANDS AND FIATS aYS ' NOTICE OF IN= (NOI) APPLICANT: PROPERTY OWNER: ' Name Mr. Harry Hew;tt Name Same street 18 Verdon Street Stmt ' City/Town Salem. City/TMM State MA Zip Code 01970 State Zip Code tPhone Number (508) 744-5977 Project Location: Street/jzt Number Calumet Street/10-25 ' City/Town Salem ., DEP FILE NU-MER (if available) NOI FITJM FEE DISPUTED FEE I ' Total NOI Filing Fee: $ 1450.00 Total Disputed Fee: $ (as determined in Notice of State Share of Filing Fee: $ 712.50 Insufficient Fee letter from ' (1/2 of fee in excess of $25.00) conservation =mission) City/Tom Share of State Share of Fee: $ Filing Fee: $ 737.50 (1/2 of total disputed fee) City/Tbwn Share of Fee: $ (1/2 of total disputed fee) ' INSTRUCTIONS ' 1. Send this Fee Transmittal form with a check or money order, payable to the Comcnnwealth of Massachusetts, to the DEP Lock Box at: ' Deparbwnt of Br4xormental Protection Box 4062 Boston, MA 02211 t 2. Attach a . of this form to the Notice of Intent submitted to the _ . local ovation Camai.ssicn. t 3. Attach a of this form and acow. of the DEP check to each of the Notice of Intent forms sutinitted to the DEP regional office. FILING FEE CALCULATION WORKSHEET planta roadways/driveways NOT subject to 310 CMR ' 10.53(3e) SHALL HOT 8E SUBJECT TO ADDITIONAL- FEES.- CATEGORY 1 $55 PER ACTIVITY $ No. if said activities are reviewed under a SINGLE NOT ' A. Existing Nouse/residential lot (addition, deck, — L. Construction of CACH ROADMIY/DRIVEWAY within the garage,pool, ahed,or DRIVEWAY) Buffer zone or Coastal Fluodzone NOT reviewable — under 310 CHR 10.53 (3e) and NOT associated with a SFU ' B. Site Preparation (removal of vegetation, exca- — D. HAZARDOUS WASTE CLEANUP (except as noted in vatton grading where home construction isn't category 4) Proposed under this NUI) C. Control of nuisance vegetation by removal, herb- TOTAL CATEGORY 3 ACTIVITIES icides, etc. within a Resource Area PER LOT pursuant to 310 CMR 10.53(4) CATEGORY 4 $725 PER ACTIVITY D. Resource Area Improvement pursuant to 310 CHR A. EACH WETLAND FILLING/CROSSING LIMITED PROJECT $725.0- 10.53 (4) other then 1C above ACCESS ROADWAY/DRIVEWAY under 310 CHR 10.53 (3e) E. SEPTIC SYSTEMS or any part thereof/repairs, associated with COMMERCIAL, INDUSTRIAL, INSTITU- _ TIONAL DEVELOPMENT OR RESIDENTIAL SUBDIVISION replacement, UPGRADING CONSTRUCTION. (*see category 2g for SFH driveways') F. Monitoring Wella/well —— B. Floo.d Control-Structures (construction, REPAIR, $725.0 TOTAL CATEGORY 1 ACTIVITIES � _ and/or modification) _ C. LANDFILLS-public h private CATEGORY 2 $250 PER ACTIVITY D. SAND 6 GRAVEL OPERATIONS _ A. EACH NEW single family house (SFH)_INCLUDING E. NEW railroad linea or EXTENSIONS of EXISTING site preparation, retention/detention basins, lines — utilities, SEPTIC.SYSTEM, roadway/driveway other then those pursuant to'310 CMR 10.53(3e) F. Control of NUISANCE VEGETATION under 310CMR _ If reviewed under a SINGLE NOT 10.53(4) other than on a SFH lot ' 8. Parking lot/ ANY size — G. BRIDGES (construction, reconstruction, expansion,— . C. Beach Nourishment -_ maintenance) ASSOCIATED with a SFH lot ' D. Coastal Activities pursuant to 310 CMR10.24 H. Raising or lowering WATER— I LEVELS � - (7a-c) including 7a-Electric:Generation Facilities, 1. ALTERATION of RESOURCE AREA 6 diversion of water 7b-Public Utilities, 7c-Coastal Limited Projectsincassociated with HAZARDOUS WASTE CLEANUP, non- buildings culveRCPAIrts, etc. of EXISTING piers, mosquito control projects, or for ANY OTHCR PURPOSE ' buildings culverts, etc. - NOT EXPRESSLY IDENTIFIED ELSEWHERE IN THIS FCC SCHEDULC C. LIMITED PRO]CCI ACTlVITICS pursuant to 310 CHR — J. DREDGING ACTIVITIES-not associated with a NEW 10.53 (e-d) AND 310 CMR 10.53 (f-1) per footprint - dock, pier or other structure described In category 5 ' F. NEW agricultural/equacultural projects _ TOTAL CATEGORY 4 ACTIVITIES 2 _ C. EACH WETLAND DRIVEWAY CROSSING associated with _ ' a SFH pursuant to 310 CMR 10.53(3e) — CATEGORY-5 $2 PER LINEAR FOOT; TOTAL FEET NOT TO BE LESS H. ANY point source discharge THAN $50 NOR MORE THAN $1000 1. ANY OTHER ACTIVITY not described in categories A. Construction, reconstruction, REPAIR, or replace-- _ 9 — went of DOCKS, PIERS, REVETMENTS, DIKES, or other 1,3,4 6 5 engineering structures on COASTAL or INLAND RCSOURCE TOTAL CATEGORY 2 ACTIVITIES AREAS including the placement of RIP-RAP or other material on coastal or inland resource areas ' CATEGORY 3 $525 PER ACTIVITY TOTAL CATEGORY 5 ACTIVITIES A. SITE PREPARATION for ANY development other than TOTAL FILING FEE CALCULATED - $1450.00 for a SFH INCLUDING removal of vegetation, PERSONrCs,[ULATIMC TEE SCHEDULE (Print Name) excavation 4 grading when actual construe tion Se JA ,N ©2Z.� . NOT proposed under this N01 B. CONSTRUCTION Of EACH.BUILDING within commercial-, ADDRESS Gulf of Maine Research Center ' industrial, institutional, or apartment/condo/ NU Ra a ette St. , Salem, MA townhouse type of development, ANY PART of which TELEPHONE is in a BUFFER ZONE or RESOURCE AREA. Associated SIGNATUREGATE _ activitiest site preparation retention/detention ' basin construction,septic systems, .parking_lots, - utilitlaa, point.'source di"rgas,Saewerage treatment 3856 ., HEWITT CONSTRUCTION CO., INC. 18 VERDON ST. SALEM, MA 01970 " ' 53-7129/2113 < V i PAV �., TOTHE _. ORDER OF f. �p� DOLLARS .0 Cr The r PEABODY COOPERATIVE BANK - Peabody.Danvers.Newburyport FOR i1'00385611' i�: 2ii33i29,8�:y80300018: „ In = 3855 HEWITT CONSTRUCTION CO., INC. 18 VERDON ST. - SALEM, MA 01970 53-7129/2113 PAY TOTHE ORDER OF U HEIVIT i — w DOLLARS C� The PEABODY COOPERATIVE BANK Peabody,Danvers,Newburyport aY _FOR - 11000 38 5 Silo +1: 2 113 7 1 298,: 80'3000 i8 i 1 AFFIDAVIT OF SERVICE Under the Massachusetts Wetland Protection Act (to be submitted to the Massachusetts Department of Environmental Protection and the Conservation Commission ' when filing a Notice of Intent) ' I, Hugh F. Mulligan hereby certify under the pains and (Name of Person Making the Affidavit) ' penalties of perjury that on June 10 , 19 9 4 I gave notification to abutters in compliance with (Date) ' the second paragraph of Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated April 8, 1994, in connection with the following matter: A Notice.of Intent filed under the Massachusetts Wetlands Protection Act by ' Mr. Harry Hewitt - with the Salem (Name of Applicant) (Name of Municipality) I ' Conservation Commission on.T„nP 10 1 994 for property located at (Date) 0 Srnttnn Terrnre Rear ' (Address of Land Where the Work is Proposed) The form of the notification, and a list of the abutters to whom it was given and their addresses, are attached to this Affidavit of Service. ' ame Date �dnwra��k. ' Notification to Abutters Under the Massachusetts Wetlands Protection Act ' In accordance with the second paragraph of Massachusetts General Laws chapter 131, Section 40, you are hereby notified of the following. ' A. The name of .the applicant is Harry Hewitt B. The 'applicant has filed a Notice of Intent with the conservation commission ' for the municipality of Salem, MA seeking permission to remove, fill, dredge or alter an Area subject to Protec- tion Under the wetlands Protection Act (General Laws chapter 131, section 40) . C. The addressofthe lot where the activity is proposed is 0000 Sutton Terrace Rear (Map 10 , Lot 25) D. Copies of the Notice of Intent may be examined at Salem Conservation Commission ' between the hours of 8 AM and 4 PM on the following days of the week: Monday-Friday t For more information, call: ( 908 ) 745 - 9595 Check One: This is the applicant ❑, representative ❑, or other El (specify) : rnncarvation Commission _ E. -Copies of the Notice of Intent may be obtained from either (check one)- the Applicant ❑, or the applicant's representative W, by calling this telephone t number ( 508 ) 745 - 9595 between the hours of 8 AM and 4 PM on the following days of the week_: Monday-Friday ' F. Information regarding the date, time, and place of the public hearing may be obtained from DPhhiP Hnrlhnrt at the Cons rvation Commission in Salem t by calling this telephone number ( 908 .) 745 - 9595 between the hours of 8 QIP and 4 PM on the following days of the week: —Monday-Friday Check one: This is the applicant ❑, representative ❑, or other ® (specify) : Conservation Commission Representative ' NOTE: Notice of the public hearing, including its date, time, and place, will be published at least five (5) days in advance in the Salem Evpnin g Naws (name of newspaper) ' NOTE: Notice of the public hearing, including its date, time, and place, will be posted in the city or Town Hall not less than forty-eight (48) hours in advance. ' NOTE: You also may contact your local conservation Commission or the nearest Depart- ment of Environmental Protection Regional office for more information about this application or the Wetlands Protection Act. To contact DEP, call: ' Central Region: 508-792-7650 Northeast Region: 617-935-216.0 southeast Region: 508-946-2800 Western Region: 413-784-1100 1 GULF OF MAINE RESEARCH CENTER INC. ' Abutter's List Calument Street Salem; MA Hewitt Construction Company Inc. Farber,Sydney M. Pybum,Thomas Jr. 18 Vcrdon Sum Farber,Elaine A. P.O.Boz 311 ' Salem,MA 01970 16 Rockdale Avenue Peabody,MA 01960 Salem,MA 01970 5 Sutton Terrace Salem Realty Trust AlberghinL Ann A et ati ' Redmond,Dorothy F Trust Winter,David G. 34 Belleview Avenue 5 Sutton Terrace Winter,Cheryl M.' Salem,MA 01970 Salem,MA 01970 14 Rockdale Avenue ' Salem,MA 01970 j Gallagher,Raymond E. Verrette Family Trust Gallagher,Frances 7 Sutton Terrace Herwig,William 42 Belleview Avenue ' Salem,MA 01970 Herwig,Judith L. Salem,MA 01970 12 Rockdale Avenue Salem,MA 01970 Howard,William A. Belleview Nominee Trust Howard,Martha Gallagher,Michael B.Trust 10 Sutton Terrace Davis,Steven M. 42 Belleview Avenue Salem;MA 01970 Davis,Sandra Salem,MA 01970 10 Rockdale Avenue tCashman,Donna L. Salem,MA 01970 MacGregor,Barbara O. c%Elkin,Donna MacGregor,Gail ' 8 Sutton Terrace AWJG Lapham Realty Trust 44 Belleview Avenue Salem,MA 01970 Lapham Arthur wAzpham Jeanne G Salem,MA 01970 Trustees 4Dundee Stied ' LeBlanc,Roger H. Salem,MA ;01970 Bettencourt,Manuel T. LeBlanc,Lois Bettencornt,Maria L. 6 Sutton Terrace 46 Belleview Avenue t Salem,MA-01970 Soteris,Dolores M Salem,MA 01970 6 Dundee Street Salem,MA 01970 Bernard,Henry L Jr. Murphy,Claire C. Bernard,Lorraine E. 48 Belleview Avenue 192 Marlborough Road Hung,Roberta C. Salem,MA 01970 Salem,MA 01970 8 Dundee Street Salem,MA 01970 Millard,Robert Gagnon,Henry T. Millard,Nancy L. Lariviere,Emile Adario,Paul J. 50 Bcileview Avenue ' 16 Lockwood Lane Adario,Mary A. Salem,MA 01970 Topsfield,MA 01983 10 Dundee Street Salem,MA 01970 Mailo,William J. Jodoin,Richard E. ' 184 Marlborough Road Jodoin,Leona C. Salem,MA 01970 Melia,Carl F.Jr.' 52 Belleview Avenue Melin,Mary F. Salem,MA 01970 . 12 Dundee Street ' Argenzio,Arthur V. Salem,MA 01970 Argenzio,Geraldine Gibeley,Robert M 182 Marlborough Road Gibeley,Patricia A. ' Salem,MA 01970 Burque,Martin J. 54 Belleview Avenue Burque,Patricia J. Salem,MA 01970 40 Calumet Street Forrest,Hugh G. Salem,MA 01970 Coffill,Thomas M. ' Forrest,Dawn M. Coffill,Linda A. 18 Rockdale Avenue 56 Belleview Avenue Salem,MA 01970 Salem,MA 01970 1 1 ' 2 1 1 1 1 t ' Ca►dinal 1 ' Wetland Report tto accompany a Notice of Intent ' for property at: Calumet Street Subdivision ' 0 Sutton Terrace Rear Salem,Massachusetts ' Prepared for: Mr.Harry Hewitt ' 18 Verdon Street Salem,Massachusetts tPrepared by: Gulf of Maine Research Center, Inc. 204 Lafayette Street Salem,Massachusetts ' June 9, 1994 i ' TABLE OF CONTENTS 1.0 INTRODUCTION.....................................................................................................1 ' 2.0 SITE DESCRIPTION...............................................................................................1 2.1 Topography...................................................................................................2 ' 2.2 Additional Information Sources....................................................................2 3.0 RESOURCE AREA VEGETATIVE COMMUN] TY COMPOSMON..................2 4.0 RESOURCE AREA IDENTIFICATION.................................................................3 ' 4.1 Bordering Vegetated Wetlands(310 CMR 10.55).........................................4 4.2 Buffer Zone (3 10 CMR 10.04)......................................................................5 ' 4.3 Other Resource Areas...................................................................................5 5.0 ENDANGERED SPECIES.......................................................................................6 ' 6.0 PROPOSED ACrTVIT ES.......................................................................................6 7.0 IMPACT AVOIDANCE AND MITIGATING MEASURES..................................7 ' 8.0 CONCLUSIONS.......................................................................................................8 APPENDICES: 1 A Figures and Plans ' B Wetland Plant Species List C Gulf of Maine Research Center Summary of Professional Qualifications ' 1.0 INTRODUCTION The purpose of this report is to describe the proposed construction of five single- family homes on a parcel of land located on Calumet Street in Salem, Massachusetts ("the Site"). This report accompanies a Notice of Intent filed with the Salem Conservation Commission and the Massachusetts Department of Environmental ' Protection,Wetlands Division. The project involves the construction of a cul-de-sac roadway upon which the homes will front. The project will also require the construction ' of a detention basin and the installation of two drainage pipes with energy dissipators. The drainage pipes will carry stormwater from the proposed cul-de-sac to the detention ' basin, and then to the slope at the western edge of the property. Construction of the road and two of the homes will require placement of fill within a small area of Bordering ' Vegetative Wetland. Gulf of Maine Research Center Inc. (GMRC) serves as environmental consultants for the project and evaluated the Site in reference to the Massachusetts Wetlands ' Protection Act (MGL c.131 s.40; "the Act") and its implementing Regulations (310 CMR 10.00; "the Regulations"). Eastern Land Survey Associates Inc. served as the project ' surveyors and engineers and prepared the attached Site Plan and Drainage Calculations. ' 2.0 SITE DESCRIPTION ' The Site consists of approximately 154,600 square feet of vacant land located on Calumet Street in Salem(Figure 1). The property is currently assessed as a single lot on the Salem City Assessor's Map No. 10 (Figure 2) ,which identifies the property as Lot ' #25. The applicant is seeking the approval of the Salem Planning Board for division of the single lot into five lots. The proposed division of the property into lots A (15,785 ' sq.ft.),B (15,182 sq.ft.), C (30,531 sq.ft.),D (53,135 sq.ft.) and E (33,236 sq.ft.), is shown on the enclosed Site Plan (Site Development Plan of Land;Eastern Land Survey ' Associates; 01 June 1994) . The applicant is seeking the approval of the Salem Conservation Commission for the project prior to official division of the lot. The proposed lot division creates five separate lots that each meet the lot size, setback and frontage requirements of the Salem Zoning Bylaw. Thus,the division of the lot is likely to be approved by the Salem ' Planning Board. The property is located in a residential area of Salem. The abutting properties to ' the north, east, south and west contain single-family homes. The Site is largely an ' Calumet Street Subdivision Wetland Report;Page 1 of 8 upland open meadow but does contain two small areas identified by Gulf of Maine Research Center personnel as Bordering Vegetative Wetlands. There are currently no structures located on the property. 2.1 Topography ' The northeastern comer of the property is approximately 12 feet in elevation above the rim of the Benchmark Sewer Manhole (elevation 123.85 ft) located at the intersection of Calumet St. and Dundee St. Topography slopes from an elevation of 135.5 feet at the northeast corner of the property down to 87.6 feet at the Bordering Vegetative Wetland at the southwest corner of the property. ' 2.2 Additional Information Sources The soil of the property is classified by the U.S. Soil Conservation Service as ' Hollis-Urbanland-Rock outcrop complex, sloping(HuQ . These soil types are consistent with the presence of sloping rocky uplands and a Bordering Vegetated Wetland ' in the western portion of the property. The U.S.Fish and Wildlife Service National Wetland Inventory Map for Salem, dated April, 1977, shows no wetland on the site. The FEMA Flood Insurance Rate Map for the City of Salem, Map No.250 102 0005 B(Revised 1985), indicates no wetlands on t the Site (Figure 3).This map also indicates that the property is located in a"C" (no known flooding)flood zone. The Salem City Assessors Map No.10 (Figure 2) also indicates no wetlands on the site. I ' 3.0 RESOURCE AREA VEGETATIVE COMMUNITY COMPOSITION ' Two areas classifiable as wetlands have been identified on the property by Gulf ' of Maine Research Center personnel.These have been designated as Resource Areas A and C. A complete listing of plant species found in the two areas is given in Appendix A. ' A third area containing wetland vegetation was found(Area B on Site Plan), but was not considered a Wetland Resource Area. After inspection by Gulf of Maine ' Research Center Scientists, it was determined that this area did not meet the requirements ' Calumet Street Subdivision Wetland Report;Page 2 of 8 1 for a Wetland Resource Area since it does not have a hydrologic or vegetative ' connection to a Resource Area, and it does not contain sufficient open water to be considered a pond or Isolated Land Subject to Flooding. Area A: Resource Area A is located at the northern edge of the site, near the entrance to the proposed cul-de-sac. It is very irregular in shape and covers an area of,approximately ' 1950 square feet. The Resource Area is surrounded by fill. A small area of standing water and a shallow stream channel exist within this site. ' Vegetation in this area includes Sedge (Carex sp.), Grey Birch (Betula populifolia), Soft-stem buHmsh (Scirpus validus), Soft rush (Juncus effmus),Red t maple (Acer rubrum)7and Willow (Salix sp. ). The applicant believes that Wetland Resource Area A is not natural, but was created by the deposition, by him,of organic fill material from an off-site wetland ' excavation. His belief is that this deposition trapped runoff at the site, thus creating the wetland. ' Area C: Resource Area C lies at the southwest corner of the site,encompassing an area of approximately 2000 square feet. The area contains a small, intermittent stream that flows toward the northwest. The discharge of this stream consists mainly of runoff from upland areas. The Salem City Assessors Map (Figure 2) indicates a small stream to ' the south of the Resource Area running in a northeast-southwest direction. The dominant overstory species in this area are Oblong-leaf serviceberry ' (Amelanchier canadensis) and Northern arrow-wood (Viburnam recognitum). Red maples (Acer rubrum) are also present. ' 4.0 RESOURCE AREA IDENTIFICATION According to the Regulations, any activity proposed or undertaken within an Area ' Subject to Protection Under the Act (hereinafter "Resource Area") which will remove, fill, dredge or alter that area is subject to regulation under the Act and requires the filing ' of a Notice of Intent. Additionally, the Regulations Provide for a 100-foot Buffer Zone ' Calumet Street Subdivision Wetland Report;Page 3 of 8 upgradient of certain Resource Areas. Activities within the Buffer Zone also require the ' filing of a Notice of Intent. The following Resource Areas on the Site were identified by GMRC in reference to the Act and Regulations: 4.1 Bordering Vegetated Wetland (310 CMR 10.55) ' Bordering Vegetated Wetlands are defined as "freshwater wetlands which border on creeks,rivers, streams, ponds and lakes. The types of freshwater wetlands are wet ,. meadows,marshes, swamps and bogs. They are areas where the topography is low and flat, and where the soils are annually saturated." The boundary of a Bordering Vegetated Wetland is defined as "the line within which 50 percent or more of the vegetational community consists of the wetland plant species identified in the Act." t Bordering Vegetated Wetlands are considered significant to the following interests: • Public and private water supply; ' Ground water supply; • Flood control; i ' Storm damage prevention; • Prevention of pollution; ' Protection of fisheries; and, • Protection of wildlife habitat. ' The Performance Standards for projects in Bordering Vegetated Wetlands state the following conditions will apply to such activities: • The proposed work shall not destroy or otherwise impair any portion of the Bordering Vegetated Wetland; • The loss of up to 5000 square feet of Bordering Vegetated Wetland may be ' permitted by the issuing authority,provided that acceptable replication is provided; ' • The loss of up to 500 square feet of Bordering Vegetated Wetland may be allowed when the wetland is a finger-like extension into an upland and the ' loss is unavoidable; and, • No project may be allowed that will have any adverse impact on specified habitat sites of rare vertebrate or invertebrate species. The property contains two resource areas that contain greater than 50% wetland ' vegetation ; these areas are designated as Resource Areas A and C. The boundaries of ' Calumet Street Subdivision Wetland Report;Page 4 of 8 tthese areas were delineated by Gulf of Maine Research Center using the 50% wetland vegetation criteria established in the Regulations. The locations of wetland boundary flags are shown on the enclosed Site Plan. ' 4.2 Buffer Zone (310 CMR 10.04) ' The Buffer Zone is defined as "that area of land extending one hundred (100)feet horizontally outward from the boundary of any area specified in 310 CMR 10.02(1)(a)." ' Unlike Resource Areas, there are no Performance Standards for projects in Buffer Zones. However, the Regulations require the filing of a Notice of Intent for any project in a ' Buffer Zone which may impact a Resource Area. The Buffer Zone for Resource Area C extends upslope towards the proposed cul- de-sac and homesites C and D. The Buffer Zone for Area A extends off-site along the northern and eastern sides of the property. ' 4.3 Other Resource Areas Four additional inland Resource Areas are identified in the Regulations but are not found at the Site. Bordering Land Subject to Flooding(310 CMR 1057(2)a)is defined as ' "an area of low,flat topography adjacent to and inundated by flood waters rising from creeks,rivers, streams,ponds or lakes." The boundary of Bordering Land Subject to Flooding is defined as the maximum lateral extent of flood water which will theoretically ' result from the statistical 100-year frequency storm. No such areas of low, flat topography adjacent to water bodies were identified by Gulf of Maine Research Center at ' the Site. The Federal Emergency Management Agency's (FEMA)Flood Insurance Rate Map for Salem(Figure 3)does not show any areas of flooding associated with the 100- year storm at the Site. Therefore, this Resource Area does not exist on the property. The Resource Area Isolated Land Subject to Flooding (310 CMR 1057(2)b) is defined as "an isolated depression or closed basin without an inlet or outlet...which at least once a year confines standing water to a volume of at least 0.25 acre-feet and to an ' average depth of at least six inches." The boundary of this Resource Area is the perimeter of the largest observed or recorded volume of water confined in the area. No isolated depressions that would meet these criteria were identified on the property by Gulf ' of Maine Research Center. Land Under Water Bodies and Waterways (310 CMR 1056)is defined as "the ' land beneath any creek,river, stream pond or lake." A stream(310 CMR 10.04)is ' Calumet Street Subdivision Wetland Report;Page 5 of 8 tdefined as "... a body of running water...which moves in a definite channel in the ground ' due to a hydraulic gradient, and which flows within,into or out of an Area Subject to - Protection Under the Act." The Regulations further state that "...a body of running water ' which does not flow throughout the year(i.e. which is intermittent)is a stream except for that portion upgradient of all bogs, swamps, wet meadows and marshes." The areas including the small,intermittent streams in Resource Areas A and C have been ' designated Bordering Vegetated Wetland; therefore, the Resource Area Land Under Water Bodies and Waterways does not exist at the Site. ' The Resource Area Inland Bank is defined as "the portion of the land surface which normally abuts and confines a water body. It occurs between a water body and a ' vegetated bordering wetland and adjacent flood plain, or, in the absence of these,it occurs between a water body and an upland." The upper boundary of this Resource Area is ' defined as the first observable break in slope or the mean annual flood level ;whichever . is lower. The lower boundary of the Resource Area is the mean annual low flow level. The only land at the site meeting this criteria has been designated as Bordering ' Vegetative Wetlands in Areas A and C; therefore, the Resource Area Inland Bank does not occur at the site. ' 5.0 ENDANGERED SPECIES The Regulations (310 CMR 1039) state that "If a project is within estimated ' habitat which is indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetlands Wildlife published by the Natural Heritage and Endangered Species Program (hereinafter "the Program"), a fully completed copy of the Notice of Intent..shall be sent ' to the Program." According to the 1993 Estimated Habitat Map for the Site (Salem quadrangle), no estimated habitat of rare wetlands wildlife exists at the Site. Therefore, ' submission of the Notice of Intent to the Program is not required for this project. ' 6.0 PROPOSED ACTIVITIES ' The applicant proposes constructing a roadway, entering the subdivision from near the northeast corner of the property, and subdividing the property into five lots. Five single-family homes will be built fronting the road. Water and sewer service will be ' provided from existing municipal lines.A 12-inch reinforced concrete pipe storm drain will be installed to carry runoff from the roadway and the homesites upslope from the ' roadway (Lots A, B,E, and part of lots C and D). As currently proposed, a storm drain ' Calumet Saw Subdivision Wetland Report;Page 6 of 8 ' will extend approximately 100 feet northwest from the road to a detention basin, with another storm drain extending approximately 50 feet southwest from the detention basin to the westward sloping land in proposed Lot "D". Stone energy dissipators will be ' placed at the outlets of both storm drains. Construction of the roadway and the home on Lot B will require the filling of ' wetland Area A with approximately 80 cubic yards of clean gravel. In addition, a small proposed fill area lies within the buffer zone of Resource Area C, extending to within approximately 80 feet of Area C. ' 7.0 IMPACT AVOIDANCE AND MITIGATING MEASURES ' The proposed construction will necessitate the filling of Resource Area A,with the loss of wetland totalling approximately 1950 square feet. Accordingly, the applicant ' proposes to construct a Wetland Replication Area of approximately 2000 square feet. This Replication Area would be constructed on the perimeter of Resource Area C. The location and dimensions of the proposed Replication Area are shown in the Site Plan. The proposed construction on the Site has been designed to minimize adverse impacts on the Bordering Vegetated Wetland Area C. Prior to beginning construction,a ' row of tightly-staked hay bales will be installed between Resource Area C and the construction site to control sedimentation into the wetland. Another barrier will be placed ' just above the wetland to prevent sedimentation during construction of the wetland replacement area and to serve as a limit of work. A third barrier will be placed just above ' the replacement wetland to prevent erosion into the replication area from the graded slopes. A final barrier will be placed just above the outlet inside the drainage basin. The barriers will be inspected on a regular basis, repaired as necessary, and will be maintained until all surface soil has been stabilized. The Replication Area will be excavated to a depth approximately six inches ' below the elevation of the upland margin of Resource Area C. This will require the removal of approximately 4000 cubic feet of overburden; this figure does not include the ' removal of additional soil for the purposes of grading the perimeter of the Replication Area to a 2:1 gradient. ' After excavation, a layer of organic soil will be placed in the Replication Area. Resource Area A will serve as the source for this material, if feasible. Due to the proximity of the stream and the proposed grading, hydric soil conditions would be ' expected to develop quickly in the proposed Replication Area. With the adjacent, tCalumet Street Subdivision Wetland Report;Page 7 of 8 ' existing Resource Area C providing a seed source, it is anticipated that a wetland plant ' community will soon develop in the Replication Area. Soil stabilization on the graded areas will be accomplished by seeding the slopes ' with a mixture of fast-growing grasses, and applying a layer of straw or bark mulch. Lawn areas will be similarly stabilized by planting with grass species suitable for frequent mowing. Additionally, trees or shrubs will be planted in the back yards of the homesites ' bordering Resource Area C. These plantings will enhance soil stabilization and prevent erosion during storm events. ' In order to ensure that runoff from the site does not negativly impact the Replication Wetland or Resource Area C, a stormwater management facility has been ' designed(see Site Plan and Drainage Calculations). A detention basin will maintain post construction peak runoff below that of pre-construction peak runoff. t8.0 CONCLUSIONS ' The proposed project will require the filling of one small,man-made Bordering Vegetated Wetland. This will be replaced by a Wetland Replication Area of the same ' size, which will be contiguous with an existing wetland of natural origin. Because of the consideration given to the wetland performance standards in ' designing this project, the project and the proposed Wetland Replication Area are not expected to have an adverse impact on the existing Resource Area C,or its receiving ' waters. 1 t ' Calumet Street Subdivision Welland Report;Page 8 of 8 1 t 1 1 1 Appendix A ' Figures and Plans ' Gulf of Maine Research Center,Inc. ' 204 Lafayette Street, Salem, MA 01970 (508) 745-6618 FAX (508)741-8648 � •S •y1 ra �U,05 '� � ��/�����® � '�� 'mss• ��*`�,►� ON ME AM MLI IN 1�1 91 •`fig', `' t ,; � ; �� 1 " . �INKYULL911 lit k � J 01111 SM 1a. RON Subdivision,100 FIGURE 1 SITE LOCATION SITE: Calumet Street BASE MAP: USGS Topographic Map, Salem Quad., 1985 111 GULF OF MAINE RESEARCH CENTER 1 GULF OF MAINE RESEARCH CENTER INC. 6Psb 4 i° moo -1361 r 020 3p c6y� 873D S , Alf `� 2fl3 1 G 26 JCA 6s�o The Site •:J4 .28 1 2 c•.6J�.� J P� �2r°° . •JqC 1 2 Qies Ic 1 1 • 198 187 1 r,3 YJp6p 1 / .. 37 196 aa„� 1 7a re• /s2� 09 B« Aye 43 FIGURE 2 North 1 CITY ASSESSOR'S MAP 1 SITE: Calumet Street Subdivision, Salem, Massachusetts BASE MAP: Salem City Assessor's Map No. 10 1 SCALE: 1" = 100' GULF OF M NE RESEARCH CENTER 1 1 GULF OE.MAINE RESEARCH CENTER INC. 1 � 1 / /1 ZONE C . The Site 1 1 1 y ' II � Q-P 1 0 1 1 FIGURE 3 North FEMA FLOOD MAP SITE: Calumet Street Subdivision, Salem, Massachusetts BASE MAP: FEMA Flood Map No. 250102 0005 B SCALE: V = 500' GULF OF MAINE RESEARCH CENTER 1 t j 1 I 1 t Appendix B Wetland Plant Species List ' Gulf of Maine Research Center,Inc. ' 204 Lafayette Street, Salem,MA 01970 (508)745-6618 FAX (508)741-8648 1 ' Wetland Plant Species List Calumet Street Subdivision Salem,Massachusetts ' Latin Name Common Name (Found in Area) Indicator Status Acer rubrum Red maple(A,C) FAC1 Aroma sp. Chokeberry NA ' Carex sp. Sedge (B,C) NA Amelanchier canadensis . Oblong-leaf serviceberry (A) FAC Acer saccharinum Silver Maple(C) FACU ' Betula allegheniensis Yellow birch FAC Betula populifolia Grey birch' (A,C) FAC Juncus effusus Soft Rush (C) FACW Pinus strobus White pine(A) FACU ' Populus tremuloides Quaking aspen (C) FACU Prunus serotina Black cherry FACU Quercus rubra Red oak FACU- ' Rhus typhina Staghorn sumac (A) FACU 2 Rosa multiflora Multiflora rose FACU Salix sp. Willow (C) FACW ' Scirpus validus Soft-stem Bullrush (C) OBL Scirpus cyperinus Woolgrass (C) FACW Solidago rugosa Goldenrod (A,C) FAC Spiraea sp. Meadow-sweet(C) NA Vaccinum corymbosum Highbush blueberry (A) FACW+ Viburnum recognitum Northern arrow-wood (A) FACW- Wetland Indicator Status Definitions: ' OBL: Always (frequency>99%)occurs in wetlands. FACW: Usually (frequency i67-99%) found in wetlands, and occasionally found in non-wetlands. FAC: Sometimes (frequency 34-66%) found in wetlands, and occurs in non- wetlands at a similar frequency. FACU: Seldom(frequency 1-33%)found in wetlands and usually occurs in non-wetlands. ' NA: Plant not determined to species level; indicator status not applicable. ' t Red maple is listed as a facultative species by the U.S.Fish and Wildlife Service,but is mentioned in the Massachusetts Wetlands Protection Act as a wetland plant. Therefore,red maple is considered a wetland indicator species for the purposes of wetland delineation. 2 Staghorn sumac is not listed in the U.S.Fish and Wildlife Service document but was considered a non-wetland species based on a review of scientific literature and the ' professional experience of GMRC scientists. . ' Gulf of Maine Research Center,Inc. ' 204 Lafayette Street, Salem,MA 01970 (508)745-6618 FAX (508)741-8648 I1 ' 1 ' 1 ' Appendix C ' Gulf of Maine Research Center Summary of Professional Qualifications Gulf of Maine Research Center,Inc.. 204 Lafayette Street, Salem, MA 01970 (508)745-6618 FAX (508)741-8648 ' GULF OF MAINE RESEARCH CENTER INC. ' SUMMARY OF QUALIFICATIONS ' GULF OF MAINE RESEARCH CENTER, INC. ENVIRONMENTAL CONSULTING SERVICES ' Gulf of Maine Research Center, Inc. (GMRC) is a comprehensive interdisciplinary firm specializing in providing a full range of cost-effective environmental consulting services ' throughout New England,while adhering to technical standards of excellence. Headquartered in Salem, Massachusetts, GMRC's staff includes geologists, wetlands biologists, geo- hydrologists, geophysicists, oceanographers, and other professional scientists with first-rate ' technical qualifications. The diverse and experienced GMRC staff allows the firm to assemble project teams ideally suited to meet the needs of individual clients. GMRC can help you creatively solve problems involving environmental and regulatory issues and the firm provides the necessary assistance to help you move efficiently through the increasingly complicated environmental regulatory process. Examples of GMRCs extensive range of environmental services include: • Real Estate Transfer Site Assessments (i.e. M.G.L. Chapter 21E) ' • Investigations and Waivers. under the Massachusetts Contingency Plan • Underground Storage Tank Detection, Removal, and Management ' • Contaminated Soil Removal and Groundwater Treatment • Environmental Compliance, Planning, and Permitting Strategy ' • Environmental Project Management • Environmental Impact Analysis • Wetlands Identification and Delineation • Wetland Replication, Mitigation, and Restoration • Lake, Estuarine, and Oceanic Environmental & Ecological ' Assessments • Preparation of Expert Testimony ' GMRC has developed a solid reputation for high quality client-oriented performance, adhering to budgets, and timely completion of projects. The firm works closely with local, state, and federal regulatory personnel and has developed a solid reputation with regional ' environmental regulators, as well as with our diverse private and municipal clients. GMRC is dedicated to providing economical and environmentally responsible solutions and designing, reviewing, implementing, and evaluating environmental projects in order to achieve positive ' results for our clients. Gulf of Maine Research Center, Inc. 204 Lafayette Street, Salem,MA 01970 (508)745-6618 FAX (508)741-8648 1 GULF OF MAINE RESEARCH CENTER INC. WETLAND AND ECOLOGICAL INVESTIGATIONS GULF OF MAINE RESEARCH CENTER, INC. ENVIRONMENTAL CONSULTING SERVICES ' Gulf of Maine Research Center, Inc. (GMRC) offers a full range of expertise with the identification, classification, assessment, and management of coastal and freshwater ' wetlands. The firm's staff includes environmental scientists,ecologists,and botanists with training and experience throughout New England. GMRC has designed,implemented, and monitored a number of wetland replacement and restoration projects, and the firm's ' professional staff is familiar with local, state, and federal environmental regulations. Examples of GMRC's range of environmental consulting services related to wetlands and ' terrestrial ecology include: • Identification and Delineation of Coastal and Freshwater Wetlands • Preparation and Review of Environmental Permit Applications ' • Functional Assessment of Welland Resource Areas • Wetland Replacement and Restoration t • Lake, Estuarine, and Oceanic Environmental & Ecological Assessments • Environmental Planning and Technical Report Preparation • Wildlife Habitat Evaluations ' • Vernal Pool Certification . • Water Quality Certification t • Chapter 91 Waterways Licensing and Army Corps Permitting • Preparation of Expert Testimony ' Since 1983,pursuant to the Massachusetts Wetlands Protection Act and Section 404 of the federal Clean Water Act, GMRC has managed and supervised hundreds of ecological assessments and investigations. The firm frequently reviews technical reports for private . patties, as well as for local and state officials. GMRC has developed a reputation for designing and implementing cost-effective and environmentally responsible solutions for projects involving activities in and adjacent to sensitive wetland and terrestrial resources. Summary of Gulf of Maine Research Center, Inc. Wetlands Environmental Projects Gulf of Maine Research Center, Inc. ' 204 Lafayette Street, Salem,MA 01970 (508)745-6618 FAX (508)741-8648 GULF OF MAINE RESEARCH CENTER INC. Summary of Gulf of Maine Research Center, Inc. Wetlands Environmental Projects Winthrop, Massachusetts (1993): GMRC serves as environmental consultant to P. Gioioso and Sons,the contractor hited by the MWRA to construct new water supply lines ' to the Town of Winthrop and the Deer Island Wastewater Treatment Plant. The project involves siting of a salt marsh restoration area and preparation of a salt marsh restoration protocol. ' Boxford, Massachusetts (1993): The firm provided erosion control recommendations and a wetland restoration protocol for site preparation activities on a proposed golf course. GMRC delineated:wetlands in an area where an access road ' crossing was required and provided recommendations for removal of sediment from an intermittent stream channel. ' Windham, New Hampshire (1993): GMRC investigated historical local, state and federal wetland permits for a partially-completed golf course and provided the prospective buyer with recommendations regarding the requirement for additional permits. The firm confirmed the delineation of Site wetlands by Army Corps of Engineers personnel and ' prepared a wetland report and permit application for the construction of cart paths on the golf course. West Point, New York (1993): As a subcontractor to WCH Industries, Inc., GMRC assisted in a survey of 154 freshwater wetlands at the West Point Military Reservation. GMRC scientists mapped the boundaries and vegetation community types of wetlands and ' prepared reports describing the vegetation communities and wildlife habitat values of individual wetlands. Saugus, Massachusetts (1989-Present): GMRC delineated freshwater wetlands and prepared a wetland report and permit application for a 27-lot subdivision. The firm ' also supervised the construction of a wetland replication area and is currently monitoring the growth of wetland vegetation. Danvers, Massachusetts (1988-present): GMRC has been contracted to the owners of a Porter River yacht club for several years. During this time period,GMRC has applied for and/or obtained a number of permits including DEP Water Quality Certification,MEPA review,and Federal Consistency Certification. Projects at this Site have included dredging, stone bank revetment,saltmarsh construction,and yacht club expansion. ' Northborough, Massachusetts (1988-present): GMRC has recently designed a specification detailing freshwater wetland restoration at this Site bordering a Great Pond. Several acres of boggy habitat have been altered at this Site,and Gulf of Maine has worked ' with the property owner,local authorities,the DEP,and the U.S.Army Corps of Engineers to design a plan to restore altered hydraulic connections and vegetation. The field implementation of this project was completed in 1992 and GMRC scientists are ' currently monitoring the success of restored wetlands. GMRC has also been responsible for obtaining local,state and federal wetland permits,a'state Water Quality Certification and MEPA approval for related projects at the site. 1 ' GULF OF MAINE RESEARCH CENTER INC. Revere, Massachusetts (1988-present): Working in close contact with the US EPA ' and the MA DEP,Gulf of Maine Research Center has designed a two acre saltmarsh (Spartina alterniflora)restoration area at this Site. Gulf of Maine has supervised all aspects of this project,ranging from preparation of a detailed, site-specific wetland restoration ' specification, to cultivating marsh plants under greenhouse conditions,to review of the site plan and proposed saltmarsh hydraulics. The project,which is under federal court order,is currently underway and is expected to be completed in 1994. Salem, Massachusetts (1985-present): In order to study the ecological effects of 1 secondary sewage treatment in the South Essex Sewerage District,GMRC successfully designed and conducted a water quality and aquatic field study program for Camp,Dresser, McKee,Inc.,of Boston,Massachusetts. Aspects of this program included a comprehensive review of existing biological literature and field sampling of zooplankton, phytoptankton, benthic invertebrates,and tracrobenthos(demersal fmfish). GMRC prepared and submited Notices of Intent and biological impact reports for proposed upgrades to the treatment plant and the treated effluent outfall. Salem, Massachusetts (1992-93): GMRC was retained by the City of Salem to ' provide third-party review of a closure design for an industrial landfill adjacent to a salt marsh. GMRC reviewed the proposed salt marsh restoration protocol and provided guidance to the City of Salem in preparing an Order of Conditions that would adequately ' protect Site Resource Areas. Lynn, Massachusetts (1991-1993): The firm prepared wetland reports and permit applications,a Chapter 91 Waterways License application,and an Environmental Notification Form for a proposed fast food restaurant adjacent to an Area of Critical . Environmental Concern. ' East Bridgewater, Massachusetts (1992): GMRC has.been retained by Weymouth Savings Bank and Sachem Rock Builders in response to a Request for Adjudicatory Hearing. The project involved delineation of wetlands believed to have been incorrectly ' assessed on the site of a proposed housing development. The-Director of GMRC will prepare and submit expert testimony concerning wetlands present on the site and the avoidance of protectable Resource Areas during construction. ' Saugus, Massachusetts (1992): GMRC was retained as environmental consultants by the Lynn Sewer and Water Authority(LS&WA)in response to a lawsuit by a local landowner. GMRC is responsible for assessing the role of outfall from LS&WA facilities ' in wedand development on neighboring land,preparing testimony and appearing as expert witness in hearings and court proceedings. ' Ipswich, Rowley, and Newbury, Massachusetts (1990): In order to assist the MBTA with the proposed Ipswich to Newbury commuter rail extension project,GMRC identified and delineated protectable wetland resource areas at the proposed train station sites. This work was done as a sub-consultant to Amman&Whitney,of Boston, Massachusetts. Quincy, Braintree, and Weymouth, Massachusetts (1986-1990): Working as a ' sub-contractor to WCH Industries,of Waltham,Massachusetts,GMRC has evaluated the potential environmental impacts from the proposed MWRA Quincy/Weymouth sewer line interceptor. GMRC has prepared the coastal wetland impact portions of the DEIR and ' FEIR for the proposed project,and has evaluated potential impacts to salt marsh,rocky intertidal shore, mud flats, and other coastal wetlands. 1 ' GULF OF MAINE RESEARCH CENTER INC. Quincy, Braintree, and Weymouth, Massachusetts (1986-1990): Working as a t sub-contractor to WCH Industries,of Waltham,Massachusetts,GMRC has evaluated the potential environmental impacts from-die proposed MWRA Quincy/Weymouth sewer line interceptor. GMRC has prepared the coastal wetland impact portions of the DEIR and FOR for the proposed project,and has evaluated potential impacts to salt marsh,rocky ' intertidal shore, mud flats, and other coastal wetlands. Salem, Massachusetts (1985-1990): GMRC prepared and obtained all local, state, ' and federal environmental permits for the Collins Cove Condominium project,a residential condominium project on Salem Harbor. In addition to re-development of this coastal Salem site,the project entailed the permitting of an extensive rip-rap bank and research into coastal pier impacts. Boston, Massachusetts (1986): As a sub-contractor to Camp, Dresser, McKee, of Boston, Massachusetts,GMRC reviewed and commented on the 301h Waiver Application I ' prepared by Metcalf&Eddy,of Wakefield,Massachusetts. GMRC provided extensive commentary on this waiver application and worked in conjunction with the US EPA marine laboratory,in Naragansett,Rhode Island. Swampscott, Massachusetts (1986): In order to assist Camp, Dresser, McKee, Inc., of Boston,Massachusetts,with a sewer outfall siting study,GMRC conducted bottom sediment and benthic macroinvertebrate sampling,demersal finfish trawling,plantonic diversity studies, and water quality analyses of Swampscott Harbor. Lynn, Massachusetts (1985): As a sub-contractor to Whitman & Howard, of ' Wellesley,Massachusetts,GMRC conducted marine field studies related to the siting of the Lynn Harbor sewage outfall pipe. This study involved intensive biological and water quality sampling,and analysis. ' Fall River, Massachusetts (1979-1983):.The Director of GMRC designed and coordinated a majorstudy in Fall River,Massachusetts,for the New England Energy Park Coal Gassification Plant environmental permitting and siting. This project involved ' complete biological and ecological field studies and was coordinated with E G&G, Bechtel,Westinghouse,Eastern Gas&Fuel, and a variety of local,state,and federal permitting agencies. 1 GULF OF MAINE RESEARCH CENTER INC. HUGH F. MULLIGAN, Ph.D. ' Education ' Cornell University,Ph.D. 1966 Graduate School of Oceanography University of Rhode Island 1962-1963 ' Cornell University, M.S.T. 1962 ' Salem State College, B.S. 1958 OSHA 40 Hour Health and 1993 ' Safety Training Course ,mm=of Experience In his work at Gulf of Maine Research Center,Inc.,Dr.Mulligan has reviewed over 1,500 final project reports. He has worked as Program Manager and supervisor for hundreds of public and private wetland permitting projects which involved delineation of state and federal wetlands, a wetlands assessment, and,in many cases, wetland replication. -, Professional Experience 1983 - Gulf of Maine Research Center,Inc. present Director and President ' Dr.Mulligan is the Director and President of Gulf of Maine Research Center,Inc. He has served as Principal Scientist and Project Manager on many of Gulf of Maine's major ' projects dealing with wetland permitting,identification and-delineation of state and federal wetlands,and wetland replication and restoration. Dr.Mulligan has authored more than 50 scientific publications in such fields as limnology,aquatic botany,phytoplankton and oceanography,and has presented papers at national and international symposia. 1 Dr.Mulligan served as Project Manager on wetlands investigations for ' a project dealing with the construction of a proposed sewer interceptor system through marshland. Major issues included the preservation of vegetation and the marsh,disruption of nesting and spawning grounds ' for waterfowl and finfish,and generation of turbidity plumes from dredging and filling operation that clog filters and gills on shellfish and finfish. Prepared the coastal wetland impact portions of the DEIR and FEIR for the proposed project and evaluated potential impacts to salt ' marsh,rocky intertidal shore, mud flats,and other coastal wetlands. Dr.Mulligan served as Project Manager for the development of a salt ' marsh restoration plan for a site in Revere,MA. Details of this project ranged from the preparation of a site specific wetland restoration GULF OF MAINE RESEARCH CENTER INC. specification,to cultivating marsh plants under greenhouse conditions, to review of the.site plan and proposed saltmarsh hydraulics. ' Dr.Mulligan served as Project Manager for a water quality and aquatic field study program for Camp,Dresser,McKee, Inc.,of Boston, Massachusetts designed to study the ecological effects of secondary sewage treatment in the South Essex Sewerage District,. Aspects of this program included a comprehensive review of existing biological literature and field sampling of zooplankton,phytoplankton,benthic invertebrates, and macrobenthos(demersal finfrsh). Prepared and ' submitted Notices of Intent and biological impact reports for proposed upgrades to the treatment plant and the treated effluent outfall. Dr.Mulligan served as Project Manager for a City of Salem project to provide third-party review of a closure design for an industrial landfill adjacent to a salt marsh. The project involved the review of the proposed salt marsh restoration protocol and guidance to the City of I ' Salem in preparing an Order of Conditions that would adequately protect Site Resource Areas. . As Project Manager for a sewer outfall siting study in Swampscott, Massachusetts,Dr.Mulligan conducted bottom sediment and benthic macroinvertebrate sampling,demetsal finfish trawling,plantonic diversity studies,and water quality analyses of Swampscott Harbor. As Project Manager Dr.Mulligan was involved in the design and coordination of a major study in Fall River,Massachusetts,for the ' New England Energy Park Coal Gassification Plant environmental permitting and siting. This project involved complete biological and ecological field studies and was coordinated with E G&G,Bechtel, ' Westinghouse,Eastern Gas&Fuel,and a variety of local, state, and federal permitting agencies. Dr.Mulligan has been Project Manager to engineering firms in evaluating ' compliance of numerous ocean outfalls into Massachusetts Bay. He has also conducted a series of seasonal sampling at ocean outfall locations from Salem to Boston. 1 ' 1977-1983 EG&G Environmental Consultants 300 Bear Hill Road Waltham,Massachusetts t EG&G is a Fortune 500 firm which manufactures scientific equipment and provides services to government and commercial clients. From August, 1979 to June, 1983, Dr. Mulligan designed,staffed,and managed a$3.5 million environmental program for a ' proposed synthetic fuels project in Massachusetts. He coordinated the regulatory and environmental siting studies with Bechtel,Westinghouse and Texaco project engineers. Dr.Mulligan assembled a technical staff at EG&G and provided environmental services to ' offshore oil and gas commercial clients and government agencies. Dr.Mulligan provided environmental services to EG&G manufacturing and service divisions on hazardous waste management and environmental regulatory compliance matters. Other projects managed by ' GULF OF MAINE RESEARCH CENTER INC. Dr.Mulligan at EG&G included ocean dumping,drilling mud disposal studies,dredging ' studies and siting of chemical plants. ' 1975-1977 New England River Basin Commission Boston, Massachusetts The New England River Basin Commission was a regional planning agency which studied water issues in New England. As part of a major Department of Interior study,Dr. Mulligan was responsible for providing environmental assessment studies for onshore industries (e.g.,refineries,pipe coating yards,etc.),which could be located in New I ' England as a result of oil and gas exploration and production on the Outer Continental Shelf. 1974-1975 Lawler,Matusky and Skelly Consulting Engineers Pearl River,New York I'I 1 Lawler,Matusky and Skelly Consulting Engineers is an architect-engineering firm for which Dr. Mulligan managed environmental monitoring programs and environmental assessments of the thermal discharges from several power plants on the Hudson River. I ' 1970-1974 Universityof New shire I ' Durham, ew HampshireDr. Mulligan was an Associate Professor of Botany and developed a teaching and research program in Marine Botany and Phytoplankton Ecology. He trained undergraduate and ' graduate students through the Ph.D.degree and investigated the plankton of Great Bay, New Hampshire; coastal New England; Massachusetts.Bay;Georges Bank;The Gulf of Maine; and Boston Harbor. He published several important scientific papers on the New ' England Red Tide. During this period,Dr.Mulligan was a special consultant on aquatic weed growth at hydro-electnc.projects in West Africa for FAO and the United Nations Development Programs and organized and taught a Tropical Botany course in Puerto Rico. 1966-1970 Cornell University Ithaca,New York ' Dr.Mulligan served as Assistant Professor of Aquatic Studies. He taught courses on aquatic plant ecology,trained undergraduate and graduate students through PhD. level, and conducted research on aquatic plants and nutrient cycling in lakes,marshes, and ponds. He established,obtained funds for,equipped, staffed and managed an experimental pond facility at Cornell. He developed research programs with aquatic ' weeds,plankton and plant nutrients in chambers,greenhouses,and experimental ponds. He also conducted research on aquatic weeds in Puerto Rico. ' 1963-1966 Cornell University Ithaca,New York ' While working as a full-tithe graduate student,Dr.Mulligan managed an NSF Academic Year Institute graduate program for the Dean of the Graduate School at Cornell University which involved the preparation and submission of competitive grant proposals;program 1 ' GULF OF MAINE RESEARCH CENTER INC. development and implementation; solicitation,screening,and selection of 35 graduate ' students per year,and the management of financial,administrative and educational aspects of the program. ' Selected Publications and RQ Mulligan,H. F. 1993. Salt Marsh Restoration Specifications in Winthrop,Massachusetts for the Massachusetts Water Resource Authority. Gulf of Maine Research Center, Inc. ' Mulligan,H F. 1993. Delineation of State and Federal Wetlands on a 200 Acre Parcel in Windham,New Hampshire. Gulf of Maine Research Center,Inc. ' Mulligan,H F. 1993. Delineation of Wetlands on a 100 Acre Parcel in Boxford, Massachusetts. Gulf of Maine Research Center,Inc. Mulligan,H F. 1992. Expert Testimony on Wetland Delineation of a 35 Acre Wetland Parcel Scheduled for Development in Saugus,Massachusetts. Gulf of Maine Research Center,Inc. ' - Mulligan,I-L F. 1992. Technical Assistance to Ensure Adequate Salt Marsh Restoration in Unpermitted Solid Waste/Hazardous Waste Landfill in Salem,Massachusetts. Gulf of Maine Research Center,Inc. ' Mulligan,H F. 1991. Oceanographic Services in Support to Siting South Essex.Sewage Secondary Treatment Facilities. Gulf of Maine Research Center,Inc. Subcontract to CDM. ' Mulligan,H.F. 1991 Salt Mash Restoration Plan for a Two Acre Salt Marsh in Revere, Massachusetts in Consent Order for U.S.EPA on Behalf of Caruso Construction, Inc, of Revere,Massachusetts. Mulligan,IF F. 1990. Environmental Assessment of Proposed Sewer Connector for ' Quincy-Weymouth Sewer Interceptor DEIR/FEIR Subcontractor to WCH Industries, C. E. Maguire, MWRA. Mulligan,H F. 1986 Reviewed MWRA Boston Harbor 301(h)Secondary Treatment ' Waiver Application with U.S.EPA Scientists. Subcontractor to CDM and MWRA. Mulligan,H F. 1986. Biological and Water Quality Studies in Swampscott Harbor Subcontractor to CDM and Town of Swampscott. ' Mulligan,H.F. 1986. Biological and Water Quality Studies in Salem Sound. Subcontractor to CDM and South Essex Sewage Authority. Mulligan,H F. 1985 Biological and Water Quality Studies at Lynn Harbor Outfall as Part ' of 301(h)Secondary Treatment Waiver Application. Subcontractor to Whitman and Howard, Inc. and Lynn Water and Sewer Authority. Mulligan,H.F. 1984 Supplementary EIS to Evaluate Water Quality Impacts of Sewage Disposal in Boston Harbor as Subcontractor to CE Maguire,US EPA Contractor. ' Mulligan,H.F. U.S. and South American Regulations regarding disposal of Produced Waters. International Environmental Information Center. Salem,MA. 1 ' GULF OF MAINE RESEARCH CENTER INC. Mulligan,H.F. 1984. Sensitivity of the South China Sea to Offshore Oil and Gas ' Exploration. International Environmental Information Center. Salem,MA. Mulligan,H.F. 1984. Report on Peoples Republic of China's Present and Proposed ' Environmental Regulations Applicable to Offshore Oil and Gas explorations in South China Sea. International Environmental Information Center. Salem, MA. Mulligan,H F. 1984. Air Quality Standards,Regulations and Conditions-A ' comparative study of selected Western European Countries and the United States. Gulf of Maine Research Center. Salem,MA. ' Mulligan,H.F. et. al. 1983. Report proposing Exemption for RCRA Stacks testing requirements of Hazardous Waste Incinerator at Kennedy Space Center. Mulligan,H.F. Z,1,1 1983. Draft Environmental Report for New England Energy Park ' MEPA Filing. Mulligan,H.F. et. al. 1982. New England Energy Park Notice of Intent for,MEPA tFiling. Tong,E. Y.,and H.F.Mulligan. 1981. New England Energy Palk PSD aerometric ' analysis -A summary progress report. Proceedings of Northeast Atlantic International Section of Air Pollution Control Assoc.,Providence,Rhode Island. Robson,D. S.,C. A.Menzie and H F.Mulligan. 1980. An environmental monitoring ' study to assess the impact of drilling discharges in the Mid-Adantic. Il.An experimental design and statistical methods to evaluate impacts on the benthic environment. Research on Environmental Fate and Effects of Drilling Fluids and tCuttings. Mulligan,H F. et. al. 1979. Analysis Report. The Distribution of Primary Production t and Phytoplankton Species on Georges Bank. 13th Quarterly Progress Report to U.S. Bureau of Land Management. Mulligan,H.F. et•al. 1978. A baseline environmental assessment for ocean disposal of ' dredged materials near Roosevelt Roads Naval Station,Puerto Rico. Prepared for the U.S. Army Corps of Engineers,Jacksonville,Florida. ' Mulligan,H F. et. al. 1978. Criteria for the management of dumping wastes at sea. Prepared for the Federal Department of the Environment,Australia. ' Mulligan,H.F.,and C.A.Menzie. 1978. An approach to preparing environmental reports for exploratory drilling on the outer continental shelf. Oil and Gas Journal, July 3, 1978. ' Mulligan,H F. et, al. 1977. Fact book: Onshore Facilities Related to Offshore Oil and Gas Development. A Report of the New England River Basin's Commission (NERBC)Project'Development and Application of a Methodology for Siting ' Onshore Facilities Associated with OCS Development." Conducted under agreement with the Resource and Land Investigations(RALI)Program of the U.S. Department for the Interiors Geological Survey. NERBC,Boston,Massachusetts. 1 1 1 GULF OF MAINE RESEARCH CENTER INC. Mulligan,H.F. 1977. Strategy for Mininuzing Environmental Impacts in Siting of 1 Industrial Facilities which Support Offshore Oil and Gas Development in the Coastal Zone RALI Program. NERBC,Boston,Massachusetts. Mulligan,H. F. 1976. Chemical Discharge and Toxicity Report for the Bowline 1 Generating Station of Orange and Rockland Utilities,Inc. Lawler,Matusky and Skelly Engineers,Tappan, New York. 1 Mulligan,H. F. 1976. Chemical Discharge and Toxicity Report for the Lovett Generating Station of Orange and Rockland Utilities,Inc. Lawler,Matusky and Skelly Engineers, Tappan, New York. 1 Mulligan,H.F. et. al. 1975. Water Quantity and Quality and Environmental Impact Assessment Studies of the Hudson River for National Commission on Water Quality. Lawler, Matusky and Skelly Engineers,Tappan, New York. 1 Mulligan,H.F., et. al. 1974. Impact of an oil refinery on the New Hampshire marine environment. (In the Impacts of an Oil Refinery Located in Southeastern New 1 Hampshire: A Preliminary Study), University of New Hampshire Press,Durham, N. H., Chapter X, 89 p. 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 1 1 1 3 1 N 1 1 1 1 1 1 � 1 1 1 ' Drainage Calculations ' to accompany a Notice of Intent for property at: Calumet Street Subdivision ' 0 Sutton Terrace Rear Salem,Massachusetts Prepared for: Mr. Harry Hewitt ' 18 Verdon Street Salem,Massachusetts Prepared by: Eastern Land Survey Associates, Inc. 104 Lowell Street ' Peabody, Massachusetts 1 Professional Land Surveyors & Civil Engineers ' ESSEX SURVEY SERVICE, 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD & WEED 1885 - 1972 1 ' DRAINAGE REPORT CALUMET STREET SUBDIVISION ' SALEM, MASSACHUSETTS ' The site of the proposed Subdivision has been analyzed for preconstruction and postconstruction hydrologic conditions to ensure that peak rates of runoff from..the site are not increased. ' In order to accomplish that goal, a stormwater management facility has been designed at the outlet to the street drainage system on Lots E and D. The facility has been designed to adequately mitigate the runoff for both 10 and 100 year storm ' events.. The facility is designed to be free draining following the end of a particular storm (i..e., no. long term ponding of water) and provides a minimum one foot of freeboard above the 100 ' year storm storage level. Hydrograph simulation for preconstruction and postconstruction conditions has been accomplished utilizing a computer solution of the methods outlined in U.S.D.A.., S.C.S. TR55. Flood routing has similarly been accomplished by a computer solution of the storage equation. ' The various calculations for storm runoff analysis accompany this narrative. The results of the calculations are summarized as follows: STORM *PRECONSTRUCTION *POSTCONSTRUCTION MAXIMUM ' RETURN PEAK RUNOFF PEAK RUNOFF STORAGE DEPTH PERIOD (CFS) (CFS) (FT) ' 10 year 10 9.1 1.74 ' 1.00 year 18 15.7 2.77 At wetland on Lot E at southwest corner of site i i 104 LOWELL STREET tPEABODY, MASS. 01960 (508)531-8121 ' v .0 -. JOB C Fl St' SSC G 1- gs1S EASTERN LAND SURVEY,ASSOCIATES, INC. Christopher R. Mello PLS SHEET NO. F1 OF 104 Lowell Street CALCULATED BY DATE PEABODY, MA.0.1960 - (5U8j 5314121 - CHECKED BY DATE _ .. SCALE J5 ,. . ...._ .. _ ga26Q ........To, c9 ) pF SitE _ sE. Vic. L cn3 iZcel �'a3. .........., SYIE R2E�L ... 3. %.Fj (�c� �s � Louu..s Soll�s 1!__S� _ c . _... ...__. ....... .. 3 fLu,t1 <1�l . ---------------_ ...... -- - ...._.. ...... _.. ...... ' CatSIE .........A hyo _.... To p.Seu-rU OC _ \'L_k.. ;�VQLJG _.- UC�i,'D �LPJE. . d._.._. ����...... ''11ttt -tzouttt tyS:yZbo6VH__ . Tr2a9o_g _vwq-1.=rL...... __. ' ._ ....._. W\Aw1.f6Er'1E•..1.'-1 _ l�G\L l-r ,A+)4 ... !-V _.__. ti1SFG IrC\Q, ctc _O,R Com-r1P-o_a�� ee� t s C'aY iP>. R'1\ewl,......_ J . 1 13$_wc x -Z S0 Rc..._x RY : rl$ 1 S_v�-r�mAR. _oma .Co�cY�PJ•1..A-t\o�9 ..... ^S7_-[aR.m ....... ..... �. �`noRomJV�n_r1 CF1 LC..• ,. �iEAx.. .... .... ...... ' K.GZuR W �CFs� ' \ 0 0 $1;4R- 9F�15 loo..E, -\ o l -01 1 i ' Quick TR-55 Version: 4. 04 S/N: B7011096 Page 1 tn�4��i TK-55 TABULAR UYUROGpHFH METHOD Type` � eDistribution III N� (24' hr" Duration Storm) Executed: 05-31-1994 14: 36: 45 N� Watershed File '-> A: 981510E , WSD Hydrograph File --> A: 781510E . HYD PRECONSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. >>>> Input Parameters Used to Compute Hydrograph <<<< _______________________________________________________________________________ N� Subarea AREA CN Tc * Tt Precip. | Runoff Ta/c, Description (acres) (hrs) (hrs) ( in) | ( in) input/used -----------____________________________________________________________________ 1 5. 26 78" 0 0. 30 0. 00 4. 60 1 2. 38 . 12 . 10 --------------------W''__--_______-_`_--_-______^________________-____________ * Travel time from subarea outfall to composite watershed outfall point. Total area = 5" 26 acres or 0" 00822 sq. mi Peak discharge = 10 cfs � � � mp >>>> Computer Modification of Input Parameters <<<<< _______________________________________________________________________________ Input Values Rounded Values Ia/p � N� Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages 0. 30 0.00 ** ** N( -- ___________________________________________----_-------------- * Travel time from subarea outfall to comoosiie watershsd outfall poAnt ��* Tc & Tt are available in the hydrocrawh tables. � � Quick TRVersion: 4. 04 'S'/N. 97011096 Page TR-�� TABULAR HYDROGRAPH METHOD ~ - N� Type III Distribution (24 hr" Duration Storm) Executed: 05-31-1994 14: 36: 45 Wat-�rshed File --> A: 981510E " WSD Hydrpgraph File --> A: 981510E HYD PRECONSTRUCTION 10 YEAR RUNOFF m� CALUMET STREET SijBDIVI�lDN - SALEM, MASS. � �'ummary of Subarea Times to Peak <<<< � � Time to Peak at Peak Discharge Composite Outfall Subarea (cfs) (hrs> _ _,,___________ ______________ ____________ � 1 10 12. 4 -------------^ -------------- ------------ ~~ Cc/mpositeWatershed �0 12. 4 ^ ' Quick TR-55 Version; 4. 04 S/N: 87011096 Page 3 ' PH METHOD TR-55 TABULAR HYDR�GRA � Type III Distribution � (24 hr" Duration Storm) Executed: 05-31-1994 14: 36: 45 Watershed File --> 0981510E . WSD Hvdrograph File --> A: 991510E . HYD PRECONSTRnCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS, � Composite Hydrograph Summary (cfs) ______-____-___________________________________-_______-______________________ Subarea 11 . 0 11 . 3 11 . 6 11 , 9 12^ 0 12. 1 12. 2 12. 3 12. 4 Description hr hr hr hr hr hr hr hr hr �N------------------------------`-``-------------------------------------------- C) 1 1 2 2 4 6 9 10 _______________________________________________________________________________ otal (cfs) ` 0 1 1 2 2 4 b 9 10 11 � _______-________--_-__-_____________--____________________________________ m� Subarea 12. 5 12. 6 12. 7 12. 8 13. 0 13" 2 13. 4 13. 6 13. 8 � Description hr hr hr hr hr hr hr hr hr �0------------------------------------------------------------------------------ ~I 9 7 5 4 2 2 1 1 1 ------------------------------------------------------------------------------- otal s) 9 7 5 4 2 2 1 t � ______________________________________________________________________ Subarea 14. 0 143 14. 6 15. 0 15. 5 16. 0 16. 2 17. 0 17. 3 Descrinthan hr Qv hr hr hr fir hr 1�r hr ______________________________________________________________________ --------------- ---------------------------------- --- ----- ------------ --- otal s) 1 l 1 1 l 1 0 0 0 19 � 20 � 2ZI0 26, 0 ion hi hr hr hr ----------- --- ------------------ - - ----- --------- - - - ���������������� --------- ------����������������������������������� � otal � Quick TR 55 Version: 4. 04 S/N: 87011096 . page 4of�5 � TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution N� (24 hr. Duration Storm) � mo Executed: 05-31-1994 14: 36: 45 Watershed File --> A: 781510E , WSD Hydrngraph File --> A: 91510E . HYD PREC[lNSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM" MASS. � mo Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) N� ----------------- ----------------- 11 . 0 0 14" 8 1 11 . 1 0 14" 9 1 11 . 2 1 15" 0 1 � 11 " -7. 1 15. 1 1 11 , 4 1 15. 2 l 11 " 5 1 15. 3 1 � om 11 . 6 1 15. 4 1 11 ^ 7 1 15^ 5 1 11 " 9 2 15" 6 1 11 , 9 2 15"7 i o� 12. 0 2 15" 8 1 12" 1 15. 9 1 N� . 12� 2 6 l� 0 1 � 12, 3 9 16^ 1 1 12" 4 10 i6. 2 1 12. 5 9 i 6. 7% 0 12. 6 7 16. 4 � 12. 7 5 16. 5 0 12. 0 4 16, 6 0 12" 9 3 16. 7 0 13" 0 2 16^ B 0 13. 1 2 16. 9 � 13. 2 2 17. 0 0 13. 3 1 17. 1 0 13, 4 1 172 O i5" 5 1� 6 l 174 � 13. 7 13. 3 1 17. 6 0 l4nO 14. 1 1 17. 9 0 14-2 1 13. 0 0 14. 3 1 lG. i 0 14. 4 2 0 14. 5 14. 6 1 18� 4 0 14. 7 1 18. 5 0 � � � @� Quirk TR-55 Version: 4^ 04 S/N: 87011096 Page 5 -=f^E � TR-55 TABULAR HYDROGRAPH METHOD . N� Type III Distribution � -- (24 hr. Duration Storm) � Executed: 05-31-1994 14: 36: 45 m� Watershed File --> A: 9R1510EWSD Hydrograpk File --> A: 991510E HYD � . "� PRECONGTRUCTION 10 YEAR RUNOFF N� CALUMET STREET SUBDIVISION - SALEM, MASS. � N� Time Flow Time Flow mo (hrs) (cfs) (hrs) (cfs) � �------------------- �----------------- � 18. 6 0 22. 1 0 � N� 18. 7 0 22"5 0 18" 8 0 22. 6 0 19" 9 0 22. 7 0 N� 19" 0 0 22^ 8 0 � 19. 1. O 22. 9 0 19. 2 23. 0 0 19^ 3 u 23. 1 0 19" 4 0 23. 2 0 19" 5 0 23.3 0 19, 6 O 23. 4 0 N� 19. 7 O 23. 5 0 mo 19^ 8 0 23. 6 0 19.9 0 27,7 � N� 20' 0 0 23. 8 0 20" 1 0 23^ 9 0 20. 2 0 24. 0 0 20. 3 0 24A � 20. 4 0 24. 2, 0 2O. 5 � 24`3 J 20. 6 0 24. 4 0 N� 20, 7 0 24. 5 0 � 20. 8 0 24. 6 0 20. 9 0 24. 7 O 21 . 0 0 24 , 8 0 211 0 24. '- 21 4. 92175' � O 21 . 3 0 25. 1 0 N� 2l . 4 0 -I-. 0 21 . 5 ij 5. 3 0 21 . 6 0 25^ 4 O N� 2l . 7 O 255 0 � 2� . 8 0 256 0 21 25. 7 0 N� 22. 0 0 25, 8 O � w� 22 � 0 259 0 22~ 2 0 22. :-. 0 4 Quic(r TR--55 Version: 4. 04 SIH: 87011096 TR-55 TABULAR HYDROGRAPH METHOD ' Tvpe III Distribution ( 4 hr-. Duration Storm) Executed: 05-11-i994 14:43:06 - Watershed File A: 9815100E. WSD Hydr-ograPh File --> 09815100F. HYD PRECONSTRUCTIOH 100 YEAR RUNOFF ' CALUMET- STREET SUBDIVISION - SALEM, MASS. ' >>>> input Parameters Used to Compute Hydrograph --- ----------_..-----_----_-------_---_---.-_.--------_.-----------------------.---------_.-_...-- Subarea. AREA CH Tc a_ Tt Precip. 1 Runoff I_=,tu ' Description (acre=,) (hr-s) (hrs) ( in) ( in) input/Used -i----------------------------------- 6. 80 ' ------- --- --- --- ---4, -9 . Oc^ i0 5. 26 78. 0 ------------------------------------------------------------------------------------ K Travel. time from subarea outfall to composite watershed out=all point . ' Total area = 5. 26 acres is 0. 008='7 sq, mi Peak: discharge 18 cfs > Computer- Modifications of Input Parameters <<<<< ---------------------{-- --------------------------- ' Input. Values Rounded Valises Iaip Subarea To #: Tt Tc Tt Interpolated Ia/P Description- (hr) (hr) (hr) (hr) (Yes/No) Messages 0. 30 0. 00 .*1 ** No Computed la/p. < - .. ---------------------------------------------------------------- fTrav"i tin" from subarea outfall to comoosifr= watErshed oulfall noinh ,, I To & Tt are available in the hydrograoh tables. 1 � � � rl � Quick TR-55 Version: 4. 04 S/N: 87011096 Page �T-�rf-�^ TR-55 TABULAR HYDROGRAPH METHOD. Type III Distribution (24 hr" DurationStorm) U� Executed: 05-i1-1994 14: 43: 06 � Watershed File -`> A: 9815100E" WSD Hydrograph File --> 09n15100E. HYT) PRECONSTRUCTION 100 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MAPS. N� >>>> Summary of Subarea Times to Peak <<<< � Time to Peak at Peak Discharge Composite Outfall Subarea (cfs) (hrs) -------------- ---`---------- ------------ i 18 12. 4 N� -------------- -------------- ------------ � Composite Watershed 18 l2 � � �� � I [uic4 TF'-55 Version; 4, 04 S./Na S7011096 Page —n=-=r ' TR-55 TABULARgYDROGRAFH METHOD -Type III Distribution (24 hr. Duration Storm) ' -- Exec_rtedg O5-31-1994 14: 4:', 06 Watershed File 0 9815100E. WSD Hydrograph File -- > A: 9815100E. HYD ' PRECLINSTRUCTION 100 YEAR RUNOFF- CALUMET STREET SUBDIVISION - SALEM, MASS. ---- -----------------Composite-Hydrnnr..aoh Summary (cfs) Subarea. 11 . 0 11 . = 11 . 6 11 . 9 12. 0 12. 1 12. 2 12. 3 12, 4 hr hhr Description -------------,r- ---=-nr -----hr------hr ---------------------hr _. _.._...---hr-- - 1 1 1 - _ . 4 6 10 16 18 ----------- -----------------------------------------------`--------------------------- 110tal (crs) 1 1 2 _ 4 6 10 16 1S --------.------------------------------------------------------------------------- I� Subarea 12. 5 12. 6 12. 7 12. 8 1=. 0 13. 2 13. 4 1=. 6 is. P Description hr hr- hr- hr hr hr- hr- hr hr - ------------------------ ---------------- ------- ----------------------------------- 1 16 1.3 1' 7 4 -. 2 _.. __ ---------------------------------------------------------------------------..-....----- -- ni-_al i.rfs) 16 _ - 10 7 4 3 2 2 - -------'------------___..._...-.-----------...__- ---__------------..__.--_..__...._.__._._......_---...-..........__..._..__-.._..---- I, Subaroa Description h.. .. �r hr r � .,hr hr hr- hr h ii... , ',. .. .___ . -------_ --_.. ..___.. --- -. ..-- ----- ... - _.. _. . .- ...__._.- .._.._. 1 1 1 1 .1 -- ----- --- --._._. _---- --- .-... ... __.. .... _.- ...... _-._........ . .._._.._ ...-...__... ---- - :. i ota.- z ... .. ._ rzallwil `..t . .. ..... h _ hr _._ _. ._.--___. . _ _._.._ ........... .. .__..__ _.._ r __ 1 OiricF: TR-66 Version: 4. 04 Sitd: 87011096 Page 4—ef�-5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 05-=1-1994 14: 4=:: 06 Watershed File. --. A: 9815100E. WSD H.;drograph File --> 0 9815100E. HYT) PRECDNSTRUCTION 100 YEAR RUNOFF ' CALUMET STREET 'SUBDIVISION SALEM. MASS. t Time Flow Time Flow (hrs) -----_- Wfs) (hrs) frfs) 11 . _' 1 14. 8 1. 11 . 1 1 14. 9 1 11 . 2 1 15. 0 1. 11 . 3 1 16. 1 i ' 11 - 1.5. - 11. :. 6 2 1.5. 4 1 _ 11 . 7 _. 15. 5 1 ' ii . e _ 1.5. 6 1 11 . 9 _ 15. 7 12. 0 4 __. S 1 1 12. 1 6 15. 9 1. 12. 2 10 16. u I 12. 7 1.6 16.. _ _ 1_. 6 q 0. 12. 7 16. 't ... 1_. - 5 16 t 14. � Quick TR-55 Version: 4. 04 S/N: 87011096 Page � TR-55 TABULAR HYPRO5RAPH METHOD Type III Distribution (24 hr" Duration Storm) Executed: 05-31-1994 14:43: 06 � Watershed File `-> A: 9815100E" NSD Hydrograph File --> 09815100E. HYD PRECONSTRUCTION 100 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. N� Time Flow Time Flow � (hrs) (cfs) (hrs) (cfs) ----------------- ----------------- N� 18. 6 O 22" 4 � � 1/8"7 0 22. 5 0 18. 8 0 22. 6 0 18. 9 0 22" 7 0 N� 19" 4 O 22. 8 0 19. 1 0 22. 9 0 19. 2 (} 23. 0 0 19. 3 0 23. 1 0 � 19. 4 0 23,2 0 19. 5 0 23. 3 0 19. 6 0 23. 4 0 � w� 19. 7 0 23^ 5 0 19. 8 0 23. 6 0 1919 0 23. 7 0 20. (i 0 23. 8 0 20. 1 0 23. 9 0 20. 2 0 24. 0 0 Z0. 3 0 24A O 23. 4 0 24. 2 0 20, 5 f-) 24. 3 O 20. 6 0 24. 4 � 20. 7 O 24. 5 0 20^ 8 0 24. 6 0 20. 9 O 24. 7 0 21 . 0 24, 8 0 21 . 1 0 24. :? 0 21 � 2 0 25. 0 0 21 . 3 0 201 0 21 � i; O 2m� 2 0 21 . 5 0 25� � 0 21 � 2l 7 218 0 25. 6 0 21 . 9 0 25. 7 O 22. O 0 258 0 221 22. 2 � 22. 3 0 EASTERN LAND SURVEY ASSOCIATES, INC. JOB ' Christopher R. Mello PLS' SHEET no. 13 of 104 Lowell Street CALCULATED By •-��m DATE_S-3t^gA- PEABODY, MA 01960 (508) 531-8121 CHECKED BY � �- DATE SCALE _- __ . Pos'Cco•�S-tctoc-rtoy ....... H�ytzo ti,oG\c Htil.[�t.v�S�S.• , Jq OR t�1 PoR�.1o�J o S\7_C . W t•a __. 'alzzc t6P �tnv a.l�p , t� ptt�Pc�sp S-tosz��crnTv�a-ctrz,....__mA�ncE-Y»ENZ . �nctuz� o�J 1�o-rS v-.E_>•-+rW.l 1cJ062.............O F• 114Gs.. ... I-I .............Wit k " -�Cl•.t).. li -To W pxLf3 '-'I. W 6-(\AND OlJ__. \-O'"C � Q� S7�1Zr�'\ 'v�[H-1.EQ. _...•71-1/-1 Y__.. 711.v1;.:.. Cyo-v�rl h„)\/J 6 D O 11-[F•4 ........ "V=n 2 � 'Y1__>! 'C . ��c\L.\-t 11N D .Y1 E pJ =2 rJ.4 .._. ' RV�OFF \�1t� \ Not ._ �e� P.ZC—cotes-1stS)_c;j 0A,) 101 . ' Po§TCoti1S[R�lez.toJ 1ZuoF_. C�AVE �o. Qacr .�stS. .._ ' _..._ A• Y'�REP ._�._OF \'lES„ ...(CmW0'7E2....... ��lActtT3 o._t _1 cnS n,�o .. �tzE- ) 6_*1 HC .....�.. ... C , ' \ YY4E2Qioo$ C\)oJSES • > (Zt�ES..._ pPD..... �\21?4 . .. • 5.3 Rc � CZ c N;= q E� CSyle TZC�.1..:_ 1.O1 Pc .\ 53 + _•53 arc x.98 + ).29ac xr) —TO tnJ H RO', LOQ l� ........... .. ^ l.e...}�CLEq...... 'TO T= os'7 ' 2. StZt poR Ttoo '•,.. 1rnpER�nUVS • O.) Rc_. \ZCwI -.S� Ur�cu�]6�01 X. .. plc., T-zca= 1Lo C2mPogtE, ZCN = 31gC x83 t )Acs 9� + 55aCx � 4 ► ) 4'�Hc x�lo Z3°) t,c ' EASTERN LAND SURVEY ASSOCIATES, INC. doe Cawmrai t_6rr� ' Christopher R. Mello PLS SHEET NO. if— 104 Lowell Street CALCULATED BY -1NAYh DATE PEABODY, MA 01960 (508) 5531-8121 CHECKED BY DATE _ SCALE 0v—Pr`PN'�1 ..__ _ .. .aRm U)q�taSta4o �L�przaDtrbPu ._ A 1C .�..�.E.1J(iJSt6�lai�eJ �µG•SYIE -.... dc�E.9 ,_. •�uoF-F. To..S.m .iA�. ........ . P t S �1 10.._. 4�6!ae �o.... .�EY -nA+aD 9815 )a .0 <a 10 4- ..... 10o c`>naa_. _ T. s m "Faa ......_. gar-stoa Pi _ ...... 100, �a2o vJs ctnaA....__. 9g�s Sao v _ ...._1� ZCt ........ ... !... _... ..i __.__ ..__. .. Svr*�w� AR �... flt= �oOtOc, ....... CA�CJ���6�Jg J ---- llr'E _.. 'SEC 2\PT1 D"7,.... ....... ....... .. ...... i�l I. �'iOR.�E �Pt"(i+J6 C.q�.Ct�t-A-(i OA) "F=02 STOR,rY1WA.'I{2 ..... 22 Z1iZounJ..0 03• t o(2 tOA . Yv1.c�r�ACE. mc—. AAL IF=A ZF=) 3a "Zq. _�ovr,U'1)o4-0 .... 1O v�Ea.(c.... t� a�Ro61MRt� 70 30 - 34 �ovt ia_� of _-Po2 T).o.J aF S+7_(,= �0':.. S "foR •rn Wai 6.cL. []w)oc�•...,E..r[ _.:- ncl���� _ )00 •- d¢. S-f OR. . )oO �E�{Z a1�i�Ro clip? A3 776 ...... ............ ... _ ._.... .....___ ......... 1 EASTERN LAND :SURVEY ASSOCIATES, INC: JOB L-c-- m i5 Christopher. R. Mello PLS SHEET NO.. DE 104. Lowell Street CALCULATED BY DATE PEABODY, MA 01960 5531-8121 CHECKED BY DATE SCALE ' Y1Z�Cd_rJS�,12c IlU,1J _ f�NO �o -I Go-n� 51ZZ�3C1to� ArJoL���S Z1��vM7Gcc �jJOF r � a. c �Zu,�o�F ' l fL1_.o..h ._...... GFS' Co�s� -....... .. _.. _ . ........ -_ ........... _._ . .... -Nod v�cr4ta �.............. S. ..... _ ' S�_oTLxx.x- JR1E(Z vYIAiJ/�G Yr1GaZA.c�U�v SJY rr�c2y..... ...... ep .. .... '2E7tuR.Q..< �JztRPcb G Fra J__ 41-1 100 kir_-f-42. rl .1-q Z•8 1 Quick: TR--55 Version: 4. 04 SiN: 87011096 Page 1 L 9 ' TR:-55 TABULAR: HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 05-31-1994 14:45: 05 __ Watershed File ? A: 981510P . WSD Hydrogr-aph File - A: 981510P . HYD ' POSTCONSTR:UCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STORMWATER MANAGEMENT FACILITY " > Input Parameters Used to Compute Hydrograph <: ------------------------------------------------------------------ -- -- ------ Subar-ea AREA CN Tc * Tt Precip. 1 Runoff Ia/p Description (acre=-.) (hr-s? (hrs) ( in) ( in) input./used r ----------------------------(---------------0. 00----4. 60------------------- 1 10- = �, 87 d... 0 0. 2�- 0. �?0 4. b0 � ', 72 . 1 . 10 Travel time from subarea-outfall to composite: watershed outfall-point . ---- - ' Total area = 2. 87 acre=_- or 0. 00448 sq, mi Peak: discharge -- z cfs Computer- Modifications of Inp_tt. Parameters <<<<< ---------------- ------Values---- Rounde--Va Rounded-Values -- ---'-'-- Input V=;li_ies Rounded Values Ia.%p Subarea Tr Tt Tc Tt Interpolated iaip Description (hr) (hr? (hr) (hri (Yes--•.o) - - Pies= _.. _______-. ce_ _ t----- ----------------- ----------- - ---- ----- _-_ _ __ _ _ _ __. . . .- .__ . .._._..._....___. � N� Quick ' TR-55 Version: 4, 04 -q/N- 87011()96 Page 2 c��-�^ | � , + TR-55 TABULAR HYDROGRAPH METHOD ` T III Distribution~� Type (24 hr" Duration Storm) � N� Executed- 05-31-1994 14: 45: 05 � Watershed File --> A: 981.510P ^ WS-D Hydrograph File --> A: 981510P ^ HYD ` N� POSTCONSTRUCTInN 10 YEAR RUNOFF � ~� CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STORMWATER MANAGEMENT FACILITY � � � N� >>>> Summary of Subarea Times to Peak <<<< � Time to Peak at N� Peak Discharge Composite. Outfall � � w� Subarea (cfs) (hrs> � -------------- -------------- -'^--------- 2 7 123 w� Composite Watershed 7 l2^ 3 � � � � mo � � 1 Duic4 TR--55 'Ve•rsion: 4. 04 S/N: 57011096 Page 3 erF—e TR-55 TABULAR: HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 05-31-1999 14: 45: 05 Watershed File -- A: 981510P . WSD Hydr-our-aph File - A: 9e1510F ,. HYD POSTCONSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TD STORMWATER MANAGEMENT FACILITY 1 Composite Hydrograph Summary (cfs) Subarea 11 . 0 11 . 3 11 . 6 11 . 9 12. 0 12. 1 12. 12. =- - 12. 4. - Description h --- ------- r------r'r--------- --------hr------hrr-------hr------, hr -------- ------O Or 2 0 it 1 1 2 - - 7 -_ ---------------------------------------------------------------------------------------------- 11otal (cfs) n it 7. 1 2 - 5 7 6 -------------------------------------- ------------ ---- ----------- - -------- -- S_rharea 12. 5 12. 6 12. 7 12. 8 13. 0 13. 2 13. 4 13. 6 13. F Description hr hr- Or hr hr hr hr Or hr --------------------------------------------- 4 = 2 2 1 1 _ 1 ------------------- ------------------- _---_....-------------------------------------------------- �otal (cfs) 4 71 :_ _. 1 1 1 _ 11. -_ _ _ __ - - _ Description hr Or nc hr hr hr hr hr 51- _ 0 r_1 i_i .. .. ------------------------------- -- -.-____ - .._- ...__ - - --_____.. --_..- .____-- .....__ r 1t. _ hr hr v........- _ ... _ F = 1 � � � Quick TR-55 Version: 4" 04 S/N: 87011096 Page 4 � TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) � Executed: 05-11-1994 14: 45: 05 N� Watershed File --> A: 981510P . WSD Hydrograph File --> A: 981510P HYD POSTCONSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STORMuATER MANAGEMENT FACILITY Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) N� -----____________ 11 " 0 0 14. 8 0 11 " 1 0 14.9 0 11 . 2 Q 15. 0 0 11 3 0 15 1 0 � . , 11 . 4 0 15. 2 0 11 . 5 1 15^ 3 0 � 11 . 6 1 15. 4 0 11 . 7 1 15. 5 0 11 . 8 1 15' 6 0 11 , 9 1 15. 7 0 � 12. 0 2 15. 8 0 12. 1 3 15. 9 0 12. 2 5 1b. 0 � 12. 3 7 16. l O 12� 4 6 16. 2 0 12. 5 4 16. 3 0 12. 6 3 164 O 12. 7 2 16. 5 0 12. 8 2 16. 6 0 12. 7 J. 16, 7 � 13. 0 J. 16. 8 0 1 16. 9 0 132 � 17. 0 0 1� 3 1 171 0 134 l 172 0 135 1 l7 � 0 l36 1 �74 S 137 l l7. � 0 17 . 7 0 �� 0 1 17B 0 l41 1 17. 9 0 �42 1 18' � 0 143 1 l8. 1 0 l44 1 is, O 14. 5 1 is. 0 18. 4 0 14. 7 1 18. 5 � I ' Quick: TR-55 Version: 4. 04 S/N: 87011096. Page 5 _ TR-55 TABULAR HYDRDGRAPH METHOD ' Type III Distribution (24 hr-. Duration Storm) -- Executed: 05-51-1994 14: 45: 05 Watershed File A: 981510P . WSD Hydrogr-aph File -- A: 981510P . HYD ' POSTCONSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION SALEM, MASS. PORTION TO STORMWATER MANAGEMENT FACILITY ' Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18. b 0 22. 4 ) 18. 7 (; 22. 5 U 18. 8 0 22. 6 ii 18. 9 it 22. 7 0 ' 19. 0 n 22. 8 0 19. 1 o ' 22+. 9 0 19. 2 ( 23„ 0 0 19. :71 ; _ . l 0 19. 44 n 2 i; 19. 5 0 _ 0 19. 7 ii _.4 14. � 19 _; 23. 6 0 19. 9 i, 23. 7 0 20. 1 +' 23. 9 0 20. 2 24. 0 -: . 4 20. 7 24 3 Cr . . _ 24. 6 lin _ 24. {; '. ... 3 _ 21 ...i 25, 21 . 6 .. 23 ..' 1 Quick: TF'-55 Version: 4. 04 Si N: 87011096 F'ag 3--0E-��- ' TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr-. Duration 'Stor-m) ' -- Executed: 05-31-1994 14: 49: 51 - Watershed File A: 98151OU . WSD Hydrograph File - A: 981510U .HYD ' POSTCONSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION OVERLAND TO WETLAND LOT D Input Parameters Used to Compute Hydrograph <<<< - ----------------------'-------------_-_.-..-------'--...------'-----.._-...-. ---'Subarea---- - AREA --- CPd To Tt Precip. ! Runoff Iafp Description (acres) (hrs) (hrs) ( in) I ( in) input/used 1-7 2. 39 8 ; i, 30 0. nn 4. 60 38 1< 10 ----------------------------------------------------------------------------------------- ' X Travel time from subarea outfall to composite watershed outfall point. Total area = 2. 39 acres or 0. 00270 sq. mi Peak discharge 4 cfs Computer Modifications of Input Parameters <:: . . . . -----------------Input-V_lues-----Roun ed--Values---------P---------------------------- I r Input-Values Founded Values Ial Subarea To Tt Tc Tt. Interpolated la/p Description (hr) (hr-) ----- (hr) --- (hr) ---- (Ye_INo) -------Messages ---- # No - ------------------- Travel time, from _ .tbarFea outfall to composite Watershed outfall point. Ix.}' T ... -. Tt are available in the hydrograph tables. 1 1 r) OuicF:: TR-55 Version: 4. 04 SIN: 87011096 Page nf9 ' TR-55 TABULARHYDROGRAP-1 METHOD Type III Distribution (124 hr. Duration Storm) ' - Executed- 05-31-1994 14e'49. 51 - Watershed File Ac98151OU . WSD Hydrograph File - ::> A: 981510U . HYD ' POSTCONSTR:UCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION OVERLAND TO WETLAND LOT D Summe'r;, of Subare,. Tike=_. to Peat: . . . Time to Peaf e.t ' Peau Discharge Come,oSite 0_itF,:=3. ;. Subarea (cfs) (hrs) E 12. .-. -- Composite Watershed 4 12. 7 1 1 1 tQuick: TF:-55 Version: 4. 04 S/I'd: 87011096 1=•afie ' TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) ' Executed: 05-31-7.994 14: 49:51 - Watershed File > A: 98151OU . WSD Hydr-ogr-aph File - A: 98151OU . HYD ' POSTCONSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM. MASS. PORTION OVERLAND TO WETLAND LOT D h Summary Composite HYcmr-ograp�: (cf=;) Subarea. 11 . 0 11 . 3 11 . 6 11 . 9 12. 0 12. 1 12. 2 12. = 12. x" Description hr hr hr- hr hr hr hr- ilr- m ----------------------0 .)---------+--------t)---------1---...----1 ------2--------_ --------4--------4 _ + --------------------------------------------------------------------------------------- total (cfs) 0 0 0 1 1 2 - 4 Al Subarea 12.5 12. 6 12. 7 12. 8 1.3. 0 13. 2 1: . 4 1.3. 6 13. 11-3 Description, hr hr- hr- hr hr- hr- hr hr hr --------------------------------------------------------------------------------------- 4 71 2 2i 1 _ 1 i 110ta;l (cf=_.) 4 71 2 2 1 1 1 1 1 '--------------------------------------._._...----------------.-...------------------------.......----------------------- - Suba.r-e. 14. 0 14. 14. 6 15. 0 15. 5 16.. 0 16.. 17. 0 17. -.. escrinfion hr hr hr hr hr hr hr 4! �y ------ ------- --- - C) ... - '-"'--..... .._...-. i 7 Cd 0 ra - ) _ E; . - __ _ _ _ - 1 C3_iick TR-55 Version: 4.04 S/N: 87+011096 Page TR-55 TABULAR HYDR06RAPH METHOD Type III Distribution ' v (24 hr. Duration Storm) Executed: 05-31-1994 14: 49: 51 ' Watershed File - A: 98151OU . WSD Hydrograph File --> A: 98151OU „ HYD POSTCONSTRUCTION 10 YEAR RUNOFF ' CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION OVERLAND TO WETLAND LCAT D Time. Flow Timc_- Flow ' (hrs) (cf=) (hrs) (cfs) - 11 . 0 0 14. 8 0 0 14. 9 0 11 . E 0 15. 11 . 3 U 15. 1 4 11 . 4 0 15. 2 C) ' 11 . 5 S 15, 3 v 11 . 6 i; 15. 4 0 11 . 7 C 15. 5 0 11 . 8 1 15. 6 11 . 9 1 15. 7 C, 12. 0 1 15. 8 _ 12. 1 2 15. 9 n ' 12. .5 1.6. 0 i_i 12. -3 a 16. 1 v 12. 4 4 16. 2 0 t 12.5 4 16i 7--'. n 6 16 2. . 16. _. 12. 8 16. 6 n 12. 9 _ . 13. 2 1. . 3. 1 17. 1 _ 17. 4 17. - 1315 ..7. . Lr is, ? f'i Quick TR-55 Version: 4. 04 S/N: .87011096 Page TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 05-31-1994 14: 4051 POSTCONSTRUCTION 10 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION OVERLAND TO WETLAND LOT D Time Flow Time F 1 ow 19" 6 0 23. 4 0 19" 7 0 23.5 0 19. 8 o 23" 6 0 19. 9 0 23`7 0 20. 0 0 23. 8 0 20^ 1 0 23. 9 0 w� 2().2 0 24. 0 0 20, 3 0 24. 1 0 N� 20. 4 0 24. 2 0 20` 5 0 24.3 0 2()" 6 0 24. 4 0 20. 7 0 24. 5 0 20. 8 0 24. 6 0 20. 9 0 24. 7 0 21 . 0 24. B � N� 21 . 1 0 2419 � � 21 . 2 0 25. 0 0 21 . 3 0 25. 1, 0 N� 21 . i 21 . 5 O 02, 3 � 21 . 6 0 25. 4 0 21 ^ 7 0 25. 5 0 21 . 0 0 23. 6 0 21 . 9 0 257 0 22. 0 0 23S � N� 22. l � 22. 2 : 223 0 � � m� Quick TR-55 Version: 4. 04 S/Nz 87011096 Page TR-55 TABULAR HYDROFRAPH METHOD N� Type III Distribution — ` (24 hr. Duration Storm) . r Executed: 05-31-1994 14: 47:28 ~� Watershed File --> A: 9815100P. WSD Hydrograph File --> A: 9815100P^ HYD PnqTFT!NR-fR11CTIOU 100 YEAR RUNOFF m� CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STOR11WATER MANAGEMENT FACILITY >>>> Input Parameters Used to Compute Hydrograph <<<< -____________________________________-___-_______-________________________-____ Subarea AREA CN Tc Tt Precip, | Runoff Ia/p Description (acres) (hrs) (hrs) ( in) | ( in) input/used ��-_-_--________--___________-________ ___- ____ _______ ____ ______ �� 2 2^ B7 92. 0 0^ 20 �, 00 �" B0 | 4. 73-706-70- ----------- Travel " 73 . o6 . 10 __________ * Travel time from subarea outfall to composite watershed outfall point. Total area = 2. 87 acres or 0. 00449 sq" mi Peak discharge 12 cis � >>>> Computer Modifications of Input Parameters <<<<< ------'------------------------------------------------------------------------ N� Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages N�--------------------------------------`---------------------------------------- m�2 0" 20 0. O0 No Computed Ia/p < . 1 ------------------------------------------------------------------------------- IL� Travel time from subarea outfall to composite watershed outfall point. * Tc & Tt are available in the hydrrgraph tables. ' Quick: TR-55 Version: 4. 04. St N: 67011096 Page 12. TR-55 TABULAR HYDROGRAPH METHOD ' Type III Distribution (24 hr. Duration Storm) ' Executed: 05-31-1994 14: 47: 26 -- Watershed File > A: 9815100P.WSD Hydr-ogr'aph File - A: 9615100P. HYD ' POSTCONSTRUCTIDN 100 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STORMWATER MANAGEMENT FACILITY 1 ' >>>>. . Summar.`_ of Subarea Times to Peak: . Time to Peak at Peak: Discharge= Composite Outfall Subarea.. (cfs) (hrs) 2 12 12. :Z, ------ -------- ------- -- ---- ------ ---- Compo=_.ite Watershed 12 12. ' 1 1 1 ' Quick TR-55 Version: 4. 04 S(N: 870.11096 Faget ' r 5— TR-55 TABULAR HYDROGRAPH METHOD ' Type III Distribution (24 hr-. Duration Storm) __ Executed: 05-31-1994 14: 47128 - Watershed File A: ?B15100P. WSD Hydrograpt File - A: 9815100P. HYD. ' POSTCONSTRUCTION 100 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STORMWATER MANAGEMENT FACILITY 1 Composite Hydrograph Si_rirma.r-y (cis) -------------------------------------- ------- --- ----- ------------ - ----- - - -- Subarea 11 . 0 - 11 . - 11 . 6 11 . 9 12'. 0 12. 1 12. 2 12'. = 12'. 4 Description __hr - ---hr - -hr-----hr-- --hr------hr ----hr -----hr"-- --hr --------------- 1 1 1 - 4 5 10 12 10 ------------------------------------------------------------------------------------- otal (cis) 1 1 1 3 4 5 10 12 i ---------------------c------------------ ------ -_' Subarea 12. 5 12.6 12. 7 12. 5 11. 0 13. 2 17. 4 1=. 6 is. 8 Description hr hr- hr hr- hr hr hr h'ir- 8 6 4 _ 2 2 1 1 1 ------------ ----- -- - -------------- --- - ----- ------ - ------ --- .._.... - - �ota.l (cis) E 6 4 _ 2 2 1 1 1 ry--------------...-------,-...------------------- ------------------------------.--- . . Subarea 1414 � '..4. .6 15 ;_ 15.. 5 16. :? �._..: 1 .._ 17. 0 1 . Description - - . ` ---------- ----------1--- --_ ------.__._ .___._ ---_-____ _-. _ _.__.._ .. .. _-._.__...------- .._... -.___ uttai ti=fs) 1 1 1 1. 1 1. 1 0 i-i �._. - ----- - .__- ....--...... ..._- ..- .__ .._ ..__... subar va A2. 0 77 . 0 21 . 0 22. 3 NK ._: -- r.. _.... hr in ...... al fcoq. .. .. .. Quick: TR-55 Version: 4. 04 SIN! B7011096 F'age 14 cT-=: TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution . ' (24 hr. Duration Storm) Executed: 05-31-1994 14: 47: 28 ' Watershed File - A: 9815100P. WSD Hydr-ogr-aph File - A: 9815100P. HYD POSTC:ONSTRUCTION 100 YEAR RUNOFF ' CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STORMWATER MANAGEMENT FACILITY Time Flom Time Flow ' (hr-s) (Cos) (hrs) (r s) 11 . 0 1 14. 8 1 11 . 1 1 14. 9 1 ' 11 . 2 1 15. 0 1 11 . 3 1 15. 1 1 11 .. 4 1 15. 2 1 11 . 5 1 15.3 1 11 . 6 1 15. 4 11 . 7 2 15.5 1 ' 11 . 8 2 15. 6 w 11 . 9 3 15. 7 i 12. 0 4 15. 8 1 12. 1 5 15. 9 1 ' 12. 2 10 16. 0 1 12. 3 12 16. 1 1 12. 4 i0 16. 2 _. ' 12. 5 8 16.3 1 12. 6 6 16. 4 i 12. 7 4 16. 5 i2 16. 6 V 1 13. 1 16. 9 13. 2 1, 17. Ci . _ 13. 4 _ 17. 2 _ :T 11 17. 1 + 6 ' Quick TR-55 Version: 4. 04 S/N: 87011096 Page 15 _r-= TR--55 TABULAR HYDROGRAF'H METHOD Type III Distribution (24 hr. Duration Storm) ' Executed: 05-31-1994 14: 4708 r- Wateshed File --> A:9815100P. WSD Hydrograph File -- :> A: 9815100P. HYD ' POSTCONSTRUCTION 100 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION TO STORMWATER MANAGEMENT FACILITY ' Time Flow Time FIcr,xj (hr-s) (cfs) (hrs) (cfs) ' 18. 6 .) . `24 0 18. 7 t) 5 0 18. 8 0 22. 6 0 18. 9 0 2.2. 7 0 ' 19. 0 i) 22. 8 0 19. 1 0 22.9 0 14. 2 C) 23. o - t ' 19. 7T 0 . 1 0 L- 19. 4 0 23 2 0 19. 5 0 23.3 0 ' 19. 6 0 _3. 4 0 19. 7 0 3.5 C) i9. 8 V 23. 6 - 19. 9 i, 23.7 0 20. 0 0 23. 8 0 20. 1 0 23.9 tI 20. 2 0 24, O ' 20. 3 0 24. 1 20. 4 0 24. 2 20. 2 i) 24. 6 0 24. 7 - 1 21 . 0 -; 24. 8 21 . 1 0 24.1 . _ 0 _.=. - co Quick TR-55 Version: 4, 04 S%N: 87011096 Page ' TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) ' -- Executed: 05-31-1994 14:02: 12' Watershed File A: 9815100U. WSD Hydr-ograph File -- A: 98151OOU. HYD ' POSTCONSTRUCTION 100 YEAR RUNOFF CALUMET STREET SUBDIVISION -- SALEM, MASS. PORTION OVERLAND TO WETLAND LOT D ;> Input Parameters Used to Compute Hydr-ograph <:. . . . rSubarea AREA CN T_ J Tt Pr-ecip, Runoff la/p- ---Description (acre_) s) (hrs) ( in) 1 ( in) input/used -----_.---__-__-----__.-------._.-_--_____-_._.---- _.__-_.--------`- ----__----_-_---_..-__.-__ 7. 2. 39 78. 0 0. 20 0. 00 6. 80 1 4. 29 . 08 . 10 ------------------------------------------------------------------------------- Travel time from subarea outfall to composite watershed outfall point. Total area = 2. 39 acres or 0. 00373 sq. mi Peak discharge = 9 cfs Computer Modifications of Input Parameters <<<<< ---- - ---------------------------------------------------- ----- --- - Input Value=_. Rounded Values Ia/p Subarea Tr S Tt Tc Tt Interpolated Ia/p Description (hr-) (hr-) (hr-) (hr) (Yes/No) Message=. 0. 20 0. 00 N0 Computed l /p <. . t. F� Travel etime from subarea outfall t.! composite p:'S1Te t-0a tr:r =..('1 f"d outfall point , 9 T_ & Tt are available in the hgdr-ograph tables. t Quick: TR--55 Version: 4. 04 S!N: S70 11096 Page 2—e-i— TR-55 TABULAR HYDROGRAPH METHOD ' Type III Distribution ( 4 hr. Duration Storm) ' Executed: 05-31-1994 14: 52: 12 Watershed File --? A: 98151000.WSD Hydrograph File --> A: 98151000. HYD POSTCONSTRUCTION 100 YEAR RUNOFF CALUMET STREET SUBDIVISION - SALEM, MASS. PORTION OVERLAND TO WETLAND LOT D ' >>>> Summary or Subarea Times to Peak Time to Peak at Peak: Discharge Composite Ouc-;-a11 ' Subarea ----- ( --- -------- --- 9 12. _ Composite Q Watershed 12. ' 1 1 Quick TR-55 Version: 4^ 04 S/N: 87011096 Page � TR-55 TABULAR HYDRO5RAPH METHOD Type III Distribution N� (24 hr. Duration Storm) � ' Executed: 95-31-1994 14: 52: 12 ' Watershed File --> A: 9915100U, WSD Hydrograph File --> 09015100U. HYD � mm � POSTCONSTRUCTION 100 YEAR RUNOFF � CALUMET STREET SUBDIVISION - SALEM, MASS. N� PORTION OVERLAND TO WETLAND LOT D � � Composite Hydrograph Summary (cfs) -- - ---------------------- � N� Subarea 11 " 0 11 . �� 11 . 6 11 . 9 12. 0 12" 1 12. 2 12. 3 12. 4 � Description hr hr hr hr hr hr hr hr hr ------------------- _------ _------ _------ _------ _------ _------ _________________ 0 1 1 2 3 4 7 9 9 ___________________________________________________________ tal (cfs) 0 1 1 2 7. 4 7 9 8 �� ��_______-__-____`___________ � N� Suharea 12 5 12 6-------------------------------------------------- =~ " . l2" / l2. 8 13� 0 13. 2 13, 4 1��. 6 1�` B Description hr hr hr hr hr hr hr hr hr -----------------------------------------------------------------`--------- 6 4 3 2 1 1 1 1 l-- -------------------`----------------------------^------------------------------ tal (cfs) 6 4 3 2 1 1 1 l 1 ________________-____-_-___________________-_______________-__________ �� Subarea 14. 0 1i. 3 14, 6 15. 0 15, 5 16, 0 16, � 17. 0 17� 5 Descriotion hr hr hr hr hr hr hr hr !tr ���������������������������������------������ ����������������������������-� 1 l � l 1 �0 0 0- 0 ------------------------------------------------------------------------------- tal (cfs) i 1 0 0 0 0 �G-. �U------------------ -O--------------0 22� 0----------2--6�-0------------------------------ N� Su�area 19� � 20. Description hr Kr hr �r hr ww ���. � tal (cfs) 0 U U �W ' Quick TR-55 Version: 4; 04 S/N: 07011096 Page TR-55 TABULAR HYDROGRAFH METHOD Type III Distribution ' (24 Or. Duration Storm) Executed: 05-=:1-1994 14:52: 12 ' Watershed File - 098151000. WSD Hydrograph File --;> A: 9315100U. HYD POSTCONSTRUCTIDN 100 .YEAR RUNOFF ' CALUMET STREET SUBDIVISION - SALEM, MASS. ' PORTION OVERLAND TO WETLAND LOT D Time Flow Time Flom ' (hr-s) icf='i (hr s3 !cfs3 11 . 0 0 14. 8 1 ' 1 ' ' 0 14. 9 1 11 . 2 1 15. i) 1 11 . 3 1 15. 1 1 11 . 4 1 15. 2 1 ' 11 . 5 1 15. 3 1 11 . 6 1 15. 4 1 11 . 7 1 15.5 1 11 . 6 2 15. 6 1 11 . 9 2 15. ; i 12. 0 3 15. 8 0 12. 1 4 15. 9 U ' 12. 2 7 16. 0 12. 7, 9 16. 1 12.. 4 8 16. 2 C1 ' 12. 5 6 16. 3 0 12. 6 .1 16. 4 ti 12. 7 _ 16. 5 _. 12. 8 2 16. -' 12. 16. 7 13. _ 1 16. 9 _ 1. .. + 10 _ . 1.3. 4 1 17. 2 13. 6 1. 171 13. 7 .i. .. , .14, _ t _ 1 117 . ' 14. 18, 6 14. '. 1 II Z1 POND-2 Version; 4. 03. -- SJN; 89020791 RATING TABLE FOR PROPOSED DETENTION FACILITY LOTS P & E ' CALUMET STREET SUBDIVISION - SALEM, MASS., CALCULATED 05-11--1994 15; 43; 06 DISI' FILE ; A; DETFACI . VOL Planimeter scale, I inch - 40 It. Elevation Planimeter- Area Al+A2+sgr (A1*A2) Volume Volume Sum (ft) (sq. in. ) (acres) (acres) (acre-ft) (acre-ft) - - ------------- -------- ------------------------------------------------- - 115. 00 0. 00- . 00 0. 00 0. 00 0. 00 0. 00 116. Oo 1 . 50 0. 06 0. 06 0. 02 0. 02 ' 118. 00 2, 75 0,. 10 0, 275, 0, 15 0. 17 120. 00 3. 40 0. 12 0. 34 0. 23 0. 410 ' Incremental volume computed by the Conic Method for Reservoir Volumes. ' Volume = ( 1/3) * (EL2-ELI ) z (Areal + Area2 + sq. rt. (AreaI*Area::') ) where: ELI , EL2 = Lower- and ripper elevations of the increment Area.l. ,Area2 = Areas computed for ELI , EL2, respectivei ..: Volume - Incremental. volume between ELI and E .._('. 1 2Z FOND-2 Version: 4. 07, Page } :— S/N: 88020741 ' RATING TABLE FOR STORMWATER MANAGEMENT FACILITY � k_ CALUMET STREET SUBDIVISION! - SALEM, MASS. k: # 10 YEAR STORM EVENT t 1 � � ' EXECUTED 05--31-1994 15: 58: 29 ' Disk Files: A: DETFAC1 . PND - A: 981510P HYD ' INITIAL. CONDITIONS Elevation = 115. 00 ft Outflow = 0. 0 cfs -----GIVEI'.I-POND-DATA COMPUTATIONS ; ELEVATION! OUTFLOW 1 STORAGE 12S(t 1 2Slt + 0 ' ; (ft) 1 (cfs) 1 (sic-ft) 1 (cfs) (cfs) ; 115. 00 0. 0 1 0. 00 1 1 0. 0 0. 0 ' 11.6. 00 1 2. 4 1 0. 02 1 1 4. 8 72 117. 00 6. 1 0. 08 1 1 2'S. 118. 00 1 8.3 0. 17 . 1 41 . 1 . 49. 4 „119.00 1 10. 0 1 0. 28 1 67. 8 77. 8 1 120. 00 1 11 .5 ' 0. 40 1 1 96. 5 108. .3 -- ._- ' Time increment (t) = 0. 100 hrs. 1 i Z3 ' POND-2 Version: 4: 03 S/N, 88020791Page Y ' Pond File: A: DETFACI ':FND EXECUTED. 05-31-1994 Inflow Hydrographe A: 981510P . HYD 15: 58- 29 Outflow Hydrograph: A -DETFACI :HYD ' INFLOW HYDROGRAPH ROUTING COMRUTATIFrtvB , TIME 1 INFLOW 1 ; 11, 4-1:2 1 2 S/t - 0 2S/t + 11 111_IIH-LOW ' EL-LVAT IOI.•a 1 (hr-s) 1 (cfs) 1 (cf_.' 1 (cfs) (cf_ (_ 1 ft) 11 . 000; 0. 0 ; ------ n. 0 r. 0 ' n, p 115.. 00 1 1 . 10 on t ; 0. Ci . Ci =! ' 11 . .300 r;. C? ; C;_ _ 1 O. r? : . _ - . ':.i 11 . 400 1 0. (r ; ii I fi. it 115. 00 11 . 500 1 1 . '01 1 . $) ; 3 l. . pi 0. 3 1. 1.5. 14 11 . 600 1 . 01 2. 0 i?. 8 11 . 700 ; 1 . 0 ; ' ti 0. 9 `V 81 p. 9 1. 9 11 . BOO 1 . 0 :0; . i? ; 1.;. ,!I 11 . 90 1 . 0; yr . 0 ' 1 . 0 1 ; 1 . C) 1. 15. 41 1 12. hC;r i 2. 0 : O ; 1 . 4i 4. L) ' 1 . _ 1 15. 55 ' 12. 100 1 3. 01 _? 12. 1 6. 4I V1 i.5. 1 2. 200 1 5. 01 c. V4. 2 10„ 1 ' aIb. ' 1.2. 3p(; 7.0 ; 1 i' . 0 . 7 16. 4. 2 1 16. 4> 12. 400 6. 1x1 ;:'. ; 1 i+J. S 20. ' Se 1. ;. 16. 7 0; 4 12. 50 4. +_r; :. ? 1 10. 2v. ; 5 1 1. 16. 12. 600 . C;1 O 1 8. 4 17. 4. 4 I i. 1 . 55 1-,. 700J .-. O1 _. ':! 6. 1 1'. 41 12. 800 1 . 0 1 =, ,? 116. 16 - ; 12. 900 . n' 4. 1 0 8. 11 i. i6, cff? 13. (;00 1 . 00 ' J :c11;0 i . n ' - - t; 1 . %! 4. .; I 1' 2f-0, 1 . 01 1 . i 1 t i-'. --O i i . ii ; 1 1Lf" 1 JIj i 1 A ; - , _ 1 1.5. s l � i z ¢ 'POND-22 Ver-slori: 4. 0' S/Ne 88020791 Page 3n 1 Pond File A. DETFACI . PND EXECUTED: 05-31-1994 Inflow Hydrograph- Ac9801510P .HYD 15: 58. 29 Outflow Hvdrographe A: DETFACI .HYD 1 INFLOW HYDROGRAPH ROUTING COMPUTATIONS TIME INFLOW 1 i 1.-1 Il:: 2S/'L - 0 1 2S/t 4 C OUTFL._014 . 1 ',! 1D!,,! cfs,' - 1 -- f5 -- ---- {C -___ , -_.--_.5:..-}-- 1.5. 500 0, 0 ; i i_i ). 0 tr, 0 ; 0. 0 7. ].`-., 00 i15. 61;11 to ' 5_ 70r) , 17. Cr . t-). i,t , L1!__. i_l; 15. 800 i), C) 1 _ 1; 16. 000 1 0. 0 1 11. 11 ; i I 7 L=. 1i 16. 101) 0. 0; 1 0. 0 0. 0 , 0. 0 ! 0. C) 11.F. 16. 200 O. 01- 0� 0 O. Ci 1 (). 0 ; 11, 0 11`_,:: 110 1; 16. 300 ; 0. 0; 0. 0 1 0. 0 1 0. 01 Ci, 0 1 1 :L.`._j.. ti0 16. 400 1 0. 0 ; i 0, 0 ; n. 0 1 1. 1.t=. nn 1 16. 500 0. 01 ). 0 1 0. 1r ! 11. 0 1i.._. 116. 6C)O 1 0. 01 ; 0, n 1 0, :r 0. 0 ; 0. 0 1 1. 7.5, 1'10 1 16. 700 1 0. 01 0. 0 , , (i 1 7 = 1;11 16. 800 O. Ci ; '_l. ::i i) 16. 9011 1; 17. Ow ; 0. 0 i 0. 0 , ')., 17 ; Ci. l) 1), C) 17. 100 ; 0. 01 ; 0. C, 211[) it, C) , Ci, i-i 1 17. _ _ _ Cl. r , ; 0. 0 : 00 1 ti>, 1) 1 17. '1)(7 it, f) ; , C), Ci 1 (i, ri , i_i, ti ; 0 . O , t "'_= t.ir) , 17. 400 , i3O ; i i;. c;i ; 0. 0 ; 11.5. 00 17. 500 1>„ C) ; i r?, it 11. 11 r-) 1. i.-, '_i li 17. 60C) ; ci. n ! 0_ iJ :+, C, ' u 1; 11. 71). ; , L _ 17. 5=1)0 1 r Ci - .. tt 1 1S. i f 1 1 is , r 1 yt)' rhtr) ' ...._...... . �-S 1POND-2 Version:. 4. 0= SfN: 88020791 Paye 1; t, 'F'ond. File- A: DETFACI . PND EXECUTED. 05-'1-1994 Inflow Hydrograph: A: 98151C)P . HYD 15: 58- 29 Outflow Hydrograph: A: DETFACI . HYD ' INFLOW HYDROGRAPH R'OUT.ING COMPUTATIONS TIME ! INFLOW 1: .1 _ ./t. 0 2S.-,'i-- "i- O OUTFLOW 1ELEVA-rlr;r. (hrs) ' (rfs) (rfs) ! (r: ) ; (rf=.i :cfs) !FL) "_). 100 1 1 (_t, t_) 1 � (1. i_l o. C) � _ , C) � f I, Li .`i'Y •")-i C;. {7 � t fi. r7 !-7. _) ; !_7 ; 2t� l7 0. C) i 0. `) ! �). ii 115. (ir, 20. 400 5i. 01 i. 1,v. ' ... LLt' r[i(1 ; CI. '.) ! ( , 07 (i„ C) :, fi. '..i ? - r7-) 20) 600, ' O. CI ! q, O ri_ 0 U., C7 ! C7. C) iir_''. C 2O. 700 i O. C 7 ! i C).0 i 0. 0 i C7. 0 : 0. 0 ! 115. OC) 20, ^800 0, 0 ; 0. 0 ! Ci� O O. O ' 900 0. (i ! 0. 0 i 0. 0 21 . 000 O. O ! ! fI, O C1:, O ! . ti , f), it 1ltd CIC) 21 . 100 O, O ! C). C) . 0 0. 0 . .. ? lv2C0 ; _ 0. O ! i 0. O Ci ii�. r:7'�; ; ^'1 'CiQ 0. 0 : i C7, O i 0 C1 1 , f fii•. 2 ')0 C' C) ! C). O J. .j 2'1 . 500 57. 0 ! Ci. '=7 C7, I7 Ci '- C). C) 1 . i_;, _7(l 21 . 6i)O C), C) . 21 . 700 ! C), O ! n. 0 O. C) r . O ! Ci. O ;. 15. 575, , 27 . 800 ! 0. C) 0. 0 Ci C7, C7 ; O, ii 115. ()r 1 21 . 900 ! 0. 0 ! 0, 0 0. 0 C;. ri ! C). i_i 22. O00 Ci, C7 ! 0, 0 1 0, 0 (7, Cl ! C) - . 1C)iI 0. 0 ! C). it ! . 0 ! C). O ! 0. 0 72- 400 _. .. 1f 1). Ct ! f r_t .. In 24 24. 60i) f ... __ i 2c. 11POND-2 Version: 4. 03 BIN: 880 0791 Page �Y-S 'Pond File: A: DETFACI . PND EXECUTED: 05-31-1994 Inflow Hydrogr-aph: A: 9B1510P . HYD 15: 58: 29 Outflow Hydrograph: A: DETFACI . HYD ' INFLOW HYDROGRAPH ROUTING COMPUTATIONS TIME 1 INFLOW 1 1102 2S/t - O 1 2Slt + O 1 OIUTFLOW . 1ELEiVATIONI (hr 1 (cfs:i 1 1 (cfs) 1 (cfs) 1 (cfs) 1 (cfs) (ft) ' -------- 1 -------- ' ------- - ' ------------ ; ------------ ; --------- -- ---- ' 24. 700 1 0. 01 1 0. 0 1 0. 0 1 0. 0 ; 0. 0 1 115. 00 1 24. 800 0. 01 0. r7 (? i 0 : 01 .:0 1 0. 01 0 0 1 11 ;=x. 00 , 24. 900 1 0 r) 0. . 01 0. 0 115. 00 25. 000 1 0. 01 1 0. 0 1 0. 0 1 0. 0 ; 0. 0 1 115. 00 ; 25. 100 0. 0; i 0. 1 0. 0 1 0. 01 0. 0 11'5. 1 00 1 25. 200 0. 01 0. 0 1 0. 0 0. 1 0. 0 115. 00 1 25. 300 1 0. 0 ; 1 0. 0 0. 0 1 0. 01 0.0 1 115. 00 25. 400 1 0. 01 1 0. 0 1 0. 0 1 0 X7. 0 ; 0. 0 115. 00 25. 500 ; J. 500 1 0. 0 ! i 0. 0 ; 0. 0 , 0. 01 . 0 115. 00 25. 600 1 0. 0: 0. 0 ; 0. 0 0. 0 ; 0.0 1 115. 00 25 70i1 ; 0. (:7 ; 0. 0 i 0. O 0. 01 0. 0 1 115. 00 ' 25. 800 ; 0. 0: 0. 0 0. 0 0. 0 : 0. 0 1 115. 00 ; '25. 900 ; 0. 0 : 1 0. 0 ; 0. 0 0. 01 0. 0 115. 0x0 tPeak: Inflow = 7. 0 cfs Peak Outflow = 5. 1 cfs Peak Elevation = 116. 74 it 1 - 1 z� FOND-2 Version: 4. 01 81N: 88020791 Page ' Fond File: -%IJETFACI . PMD Inflow Hydrograph : A: 981510P , HYD Outflow Hydrograph: A: DETFACI . HYD EXECUTED: 05-31 -1494 Peak Inflow 7. 0 cfs 15: ::8: 29 Peak Outflow = 5. 1 cf s Peak Elevation - 111. 74 it t 1 1 1 ' 1 O Hyl E f�2 -g Voir wl I1R� -TC) W C-1Lp1�0 LO"C p PDND-2 Version: 4. 0 S/N: 88020791 F'age26 or ' Executed 0'5­31-1994 15:57: 11 ' File Summary for Composite Hydrograph Time DETFAC1 98151OU 98151OC --I-t--,-- -tc --'- - - (cf_) _- (-o-a.l. ) Il , OC) C), Cl 0. 0 0. 01 ' 1 . IC) 07, C7 .C7, Ci C)� C; 1 i. . .'(-i Cl. Ci 0. Cl C). i 7 13 il, ,i C7, C7 i;, til 11. , 40 {}, 0 01, 0 C; C; ' 11 . 50 C). 7% 0. 0 0.7 11 . 6U U. 8 0. 0 0. 8 11 .70 C). R 0. 0 0, G 11 , 80; 1 . 0 1 . 0 2. 0 11 ..90i 1 . l? 1 .0 12. 0+) 1 , 3 1 . 0 _. 1 2. 0 4. 1 ' 11. 0l C. 0 3. 0 6. 0 12. 40 5. 1 4. 0 9. 1 12. 50 5. 1 4. 0 9. 1 Pos-ccoaatRacZr�J 4. 4 _ . 0 4 ¢VrJc9FF 3. 7 2. 0 5. 7 . 0 `. 0 S. Ci 1 07 .9 2. 6 . 0 4. .- ^ " 00 , Cl 1 . 0 O = 1 . 0 - .. 1. 1 . 01 1 kj 7 i7 n_ tl 1 1z� F'01`dU-2 Version: 4. Ci3 S/i.1: 88020791 F'aoe ' Executed 05-31-1994 15: 57: J ' File Summary for Composite Hydr-ograph Time DETFAC1 93151OU 981510C Mrs) (cfs) (cfcs) (Total ) 15. 00 0. 1 Ci C,. 1 15. 10 0. 0 o. 0 0. 10 15. 40 0. 0 0. 0 0,. 0 15. 50 0. 0 0. 0 0. 0 15. 60 0. 0 0. 0 0, i) 15.70 0. 0 0. 0 . 0. 0 15. 80 0. 0 U. 0 0.. 0 t 15. 90 0. 0 0. 0 O. O 16. 00 o. 0 0. n o. 0 1 1 1 1 1 ' FOND-2; Version: 4. 03 Page S/N: 58020791 3 # M # =RATING TABLE FOR STORMWATER MANAGEMENT FACILITY #: CALUMET STREET SUBDIVISION - SALEM, MASS. # #: 100 YEAR. STORM EVENT EXECUTED 05-31-1994 16: 10: 21 ' Disk: Files: A. DETFACI .: PAID 09815100P. HYD INITIAL CONDITIONS ' Elevation - 115. 00 ft Outflow 0. 0 cf. II , ----GIVEN POND DATA COMPUTATIONS ---- -- IELEVATIONI OUTFL044 STORAGE ; 1 291+ 2S/t + 0 (ft) 1 (cos) 1 (ac-ft) ' -r------- 1 ---------} - ---- ; 115.00 1 0. 0 0. 00 , 0. 0 i 0. 0 116. ilii 2. 4 1 0. 02 . 4. 8 , 7. 2 ' 1 117. 00 6. 1 0. 08 : P 19. 4 25. 5 , 118. 00 8. ;0. 17 41 . 1 1 49. 4 119. 00 1 10. 0 1 0. 28 . 1 67. 8 1 . 7. 8 ' 420. 00 1 11 . 5 , - -0. 40 1 1 96. 8 108. 3 . Time increment (t) = 0. 100 hr-s. 1 VN*D-2 Version: 4.03 S/Nk„ 88020791. Page _ 3 1 Pond File: A: DETFACi° . PND EXECUTED: 05-31-1994 Inflow Hydrograph: A: 9815100P:HYD 16: 10: 21 Jutflow Hydrogr-aph: A: DETFACI .HYD ,INFLOW! HYDROGRAPH ROUTING COMPUTATIONS ---- --------- ------- -- - --------- --- ---------- - - - - - ---- TIME I INFLOW 1 Il+I2 2Slt - 0 2S/t + 0 1 OUTFLOW. { ELEVATION ; (hr-s) ; (cfs) (cfs) ; (Cos) i (t-_f=-.) 1 (cfs) (f+ ) ------ --------- ' - ---- --- ' ---- - ---- ' --- -- - ---------- ; 11 . 111117 1 . 01 i ----- 0. 0 ; 0. 0; 0. 0 1 115.00 1 11 . 7.00 ; 1 . 0 ! . 0 I 0. 9 1 2. 7: 0. - 1 115. 28 11 . 200 ; 1 . Ci : 2. tt 0. 9 i, i 11 . 300 ; 1 . 01 . 0 ; 1 . 0 . 91 1 . 0 1 11.5. 40 ; 11 . 400 , 1 . 0; 2. 0 , 1 . 0 3. 01 1. . 0 . 11.5.: 41 ' 11 . 500 1 1 . 01 1 , 0 i 1 . 0 -_ . i ; ':. . 0 , 115. 41 11 . 600 1 1 . 01 2. 0 1 . 0 1 3. 01 1 . 0 1 1. 7.5. 42 11 . 700 1 2. 0; 1 3. 0 1 1. . 4 , 4.: 0 ! 1 . 3 1 115. 55 ' 11 . 800 1 2. 01 4. 0 1 1 . 8 5. 41 1. 8 115. 74 1 11 . 91x0 . 01 5. 0 ' 6. 8 115. 94 12:000 1 4. 01 1 7. 0 : 3. 7 1 9. 31 2. 8 1 1. 16. 11 1 12.. 100 1 5. 01 1 9. 0 , 5.7 1 12. 71 3.. 5 1 116. 30 1 12. 200 ; 10. 0 ; 15. 0 1 10. 4 ; 20. 71 5. 1 1 1. 16. 74 12. 300 1 12. 01 1 22. 0 1 18. 9 1 32. 4 ; 6. 7 117. 29 12:. 400 10. 01 22. 0 1 25. 9 1 0. - 5 117. 65 ' 12. 500 8. 01 18. 0 1 28. 5 1 43. 91 7. 8 1 1 . ' 1 . 600 6. 0 : 14.: +_7 . 17 42 117. 70 12. 700 1 4. 01 1 10. 0 1 22. 7 1 3- . 0 ; 7. 2 1 1. 1.-. 48 ' 17. 03. 0 : 7. 0 1 16. 7 1 29. 7 ! C .: 1. -1 6• c 117. 18 , 12. 900 2. C) i 5. 05. 017 17 . .='1 . 71 �. 6:: T9 13. 000 . 2. 0 ' 4. 0 , 71 1 1 15.: '_1 : 4. '_i . 116. 43 13. 100 1 2. 0; 4. 0 1 4. 7 1 11 . 11 3. 2 1 1. 16. 21 1 13. 200 1 2. 171 4. 0 13 1 B. 7 ; . 71 2. 7 116. 08 13. 300 2.01 4. 0 , . ; 116. 00 13. 400 1 1 . 73 1 3. 0 1 1 . 8 1 _. _. . 7. . 8 1 115. 76 ' 13. 500 1 1 . 01 2. 0i 1 . 3 1 81 1. . i 1. 15 `3 13. 600 1 .. 0; 2. 0 1 . 1 -. . 1 . 115. 46 11. 700 . 1 . 1 . 0 ; 7 11 i. _ 1 II & AI I & QUO- _ . : 2. 0 1 . 0 1 _ .. 1 K5. 47 . 115, 41 I ... _ . .. 1 . 01 0 _ .. .. 1 1 . 0 10 . 500 KA 14. 100' . ' .. 7 _ .. .. (i ' 1 , 0 Kol 2. 0 1 . .. 1 . 0 Tm ------------ ---- ------------- ---- ...._--_. _..- --- _._............ .. _ --_.....__. --------- _.-- ----- 1 - POND-2 ��rsion: 4. 03 �/N:� 88()2079l -- -`- ' � � [ondFi`le: A:DETFAC1 " PND EXECUTED: 05-31-1994 Inflow Hydrograph: A: 9815100P^ HYD 16: 10: 21 � w� OutfloW 'Hydrograph: A: DETFAC1 . HYD INFL R PH ' ROUTING COMPUTATIONS ` , / TIME^� | �INFLOW | | I1+I2 | 2S/t - O | 2S/t + O | OUTFLOW : ELEVATION ! (hrs) | (cfs) | | (cfs) | (cfs) (cfs) | ` (cfs) | (ft) | -------- | -------- | | --------- | �----------- | -----------| --------- | --------- | m� 15^ 500 | 1 . o | | 2. o | 1 "0 0 | 1 . 0 | 115. 42 | | 15" 600 | 1 " 0 | | 2^ 0 | 1 " 0 | 3" O | 1 . 0 | 115. 42 | 15, 700 | 1 ^ 0 � | 2. S | 1 " 0 | �^ 0 | 1 . 0 | 115" 42 1 15. 800 | 1 . 0 | | 2� 0 | 1 . 0 | 3. 0 | 1 - 0 | 115. 42 | | 15" 900 | 1 ' 0 | | 2. 0 | 1 . 0 | 3" 0 | 1 ' .) | 115. 42 | 16, 00S | 1 . 0 | | 2^ 0 | 1 . 0 | 3o | 42 | 16. 100 | 1 . 0 | 1 . 0 | 3. 0 | 1 . 0 | 16. 2O0 | 1 . 0 | | 2. 0 1 . 0 | 3. u | 115. 42 | 16, 300 1 . 0 16. 400 | 1 " 0 | | 2. 0 | 1 . 0 u | 1 . o | 115" 42 | w� 16^ 500 ' | 1 ` 0 | | 2" 0 | 1 . 0 | 3. 0 | 10 | 115. 42 | | 16" 60() | 1 . 0 | | 2" 0 | 1 . 0 | 3. 0 | l . 0 | 115. 42 | 16. 700 | 1 . 01 | 2. 0 | 1 `0 | 3. O | 1 , 0 | 115. 42 | N� 16" 800 | 0, 0 | | l ^ 0 | 0" 7 | 2. 0 | 0. 7 | :115. 28 | | 16` 900 | 0. 0 ) | 0" 0 | 0. 2 | 0. 7 ' 17. 000 | 0. 0 | 0, 1 | C)" 2 | 17. 100 | 0" 3| | 0. 0 | 0^ 0 | 0. 1 | C.N . 0 | 1l5. 0l | | 17. 200 | 0" 0 | | 0. 0 | 0" 0 | 0. 0 | 0. 0 17. 300 | (). 0 | | 0. 0 | 0. o | (). 0 | 17" 400 | (>. 0 | | 0, 0 | 0. 0 | O, C) | 0 | 11.5. 00 | �. 0 | | �. � � 0. 0 | 0. 0 | | 17,6(>0 | 0, 0 | | 0" 0 | 0. () 115. 00 } 17" 700 | 0. 0 | o | 0^ () | (). () | 0� 0 � 1l5. 00 | 17/ 800 | 0. 0 | 0. () �. 0 | 1i5. uu | | 17. 900 0" 9 | | 0^ 0 | 0" � | 0. 0 | 115. 0() | is. 000 | 0. 0 | | 01. 0 | O. O | 0. � | 18. 10o | 0^ 0 | | 0. 0 | 0� 0 | 0. 0 | -� 18` 200 | 0 O | | 0. 0 I+_.3' . 6�� | 0. 0 | | �. 0 | 0� 0 | �� � | 0� 0 \ 115. �� | 700 . R00 . 400 0. 0 | POND:2 Version. 4.. 17.31 S/N.- SC'•02Lr791 Page 4-0-=• Pond F!, IP.- AaDETFAC7. . PND EXECUTED: 05-31=1994 Inflow Hydrogre.ph A. 42.1`It_)OP, HYD 16- 10. 21 Outflow Hydrogr-aphe A: DETFACI , HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS ----------------- --------------------------------------------------------- TIME . INFLOW ; ; I1+I2 ; 2S/t - 0 1 2S/t + 0 ; OUTFLOW ; ELEVATION : (hrs) ; (cf=-.) ; ; (cfs) ; (cfs) I I (ifs) ; (cfs) ; (ft) -ry------ ; - - --- ; - ------- ; ------------ --- --- - , ---- -- -, - -------..._ -`0. 100 0.t_i ; ; 0. 0 0. 0 , 0. 0 : 0. 0 ; 115. 00 , 20, 200 7 ; ; p. 0 O, iti;, i) ; . f- 1 7. 15. 01: 0, i) ; , . . . , pI; 2-0. 400 0. . . , i , ir=) ]. 15. 0{) 20. 500 O, t:t ; ; Q. 0 ; 10. 10 0. 0 ; 0. 0 115. On , 20. 600 r . <) i (;. t_i _i ; it. i 7. 15. ?i.) 20. 70Ci 1 . : U ; C?, _ (a. 0 p. r_i 2O. BOC) t_7 ; , ti. i:; , fi, f) p, p ; [i.: r) , 115., I, 90(1 I ;. Ct ; fi . 0! .? 115. ( 21i) . 000 ; . 0 ; 1i, p ' it. 0 115. (Jt', 21 . 100 1 0 ; ; C) 0. p 0. 0 ; i), 0 ; 115. 00 21 . 200 `). 1) ; ; 0. 0. 0. 0 ; 0. i) ; 0. 1.0 ; 115. 0 , I21 . 300 ; 0, 0 ; is 0 ; ir, i 0. rr ; 115, 01r ; 21 . 400 it. tt 115. 0 i , 21. 500 1 (1 ; 0< <i {7, 0 ; 0, 0 ; i; i-: 17.5. 0mJ, , 21 . bpi) O. OI ". i> 0. 0 n. it; J 115. 00 21 :700 ;, ra ; 00. C) p. 0 ; 1i, rt 17.E Ci i 21 . 800 , ; ri, i) 0. tt , 0. Ca ; 1 . 400 i-i C-1 ; f>, %). Ca O, p ; (_;. i_) '1 1 5:: +?i-? ; 0010 i), 0 : ,_ ; 0. 0 i_t, p ; ti, r._i lid. Oi) 226.100 0. �i ; 0, ii n. 1-) 0. i; , (;, Ci 115. :?�? 22.21)1; ; ; i). 0 , f). ii 0. p ; 222. 300r?. ; 0.: p p. 0 ; - 22.400 n., ii ; 0 z; 1?. 0 0. 0 ; _) 115. r)r-) 22. 5011 _ 0. -) t1. +_t ; :i'. 6101 , rr ; p. t) . 22. 7161 0. ), 1 tt ; 15, 0C, , ,i r.:: .. .. 1 { zi 1 ` ��� ���� /.ND-2 Version: 4. 03 q/N: 890207f1l' Page � ����~ � � n�� i ��e: ` ' A: UL | �Ai�l " [N8 EXECUTED: o5-��1-1994 Ibnflow Hydrograph: A: 9815100P. HYD 16: 10: 21 utflowHydrgg h: A: DETFAC1 ^ HYD ' NFLOW HYDROSRA& ` PbUTING COMPUTATIONS ~ ` If-______-___-,_���� ____��_____________-____-��`_�-�_________'�___-�_____-____ | TIME | INFLOW | | I1+I2 1 2S/+ - O | 2S/t + n | OUTFLOW : ELEVATION : (hrs} | (cfs) | | (cfs) | (cfs) | (cfs) | (cfs) | (ft) | ------- | -----^-- | | -`------- | -----------� | ----------- | --------- � --------�- | 24. 700 | 0"0 | | 0. 0 | 0. 0 | 0. 0 | 0" 0 | 115. 00 | | 24. 800 | 0" () 1 | o" () | 0. 0 | 0. 01 0. 0 4 115. 00 | 24. 90() | 0. 01 | 0. 0 | 0. 0 1 0. 01 0. 0 | 115. 00 | N� 25. 000 | 0" 01 | 0. 0 | 0. 0 | 0. 01 0. 0 | 115. 00 | | 25. 100 | O. O | | 0. () | 0. 0 | 0^ 01 0. 0 | 115. 00 | 25. 200 | 0, 01 | 0. 0 1 0, 0 | 0. 0 | 0" 0 115. 00 | 25, 300 | 0. 01 | 0. 0 | 0, 0 | 0. 01 0. 0 | 115. 00 | | 25. 4()0 | 0. 01 | 0, 0 | 0. 0 | 0. (} 1 0. 0 | 115. 00 | 25. 500 | 0" () 1 | 0. 0 | 0. 0 | 0. 01 0. 0 | 115. 00 | 125. 60() | 0" 01 | 0" 0 1 ()` 0 | 0. 01 0. 0 | 115. 00 | 25. 700 1 0" 01 | 0" () | 0" 0 | 0. 01 0. 0 | 115^ 00 | | 25" 800 | 0" 01 | 0. () | (). 0 | 0. 01 0. 0 | 115. 00 � 25" 900 | o. (> | | 0. 0 | 0. 0 | 0. 01 0, 0 | 115. 00 | ------ - ___ __�________-________-__________----_____---___________ ' / Peak Inflow = 12. 0 'cfs Peak Outflow = 7. 8 cfs � Peak Elevation = 117. 77 ft � � � � � N� POND-2 Version: 403 S/N: 89020791 Page �-e4��� � Executed 05-31-1994 16: 07: 35 � File Summary for Composite Hydrograph ' ; N� Time 9815100U DETFAC1 9815100C ^ (hrs) (cfs) (cfs) (Total ) ________ ________ ________ --------- 11 . Al _______11 . Al t-)" 0 0" 0 0. 0 m� 11 " 10 0. 0 0, 7 0. 7 11 . 20 1 . 0 0. 9 1 . 9 11 . 30 1 . 0 1 " 0 2. 0 N� 11 " 40 1 " 0 1 . 0 2. 0 11 , 50 1 . 0 1 . 0 2. 0 11 . 60 1 . 0 110 2. 0 11 . W 1 . 0 113 2� 3 � 11 . 80 2. 0 1 . 8 3^ 8 11 . 90 2. 0 2.�3 4. 3 N� 12. 00 is. 0 2. 8 5. Y w� 12. 10 4. 0 3. 5 7. 5 12. 20 7. 0 5. 1 12 � 12. 30 9. 0 6. 715. 7~��- ` ~ U� 12 40 9 0 7. 5 15 5 ` , ` 12, 50 6. 0 7. 8 13, 8 12. 6(). 4. 0 7. 6 11 . 6 N� 12. 70 3 � 7 2 10 2 . � . . ~� 12. 30 2, 0 6. 5 B--- 12. 90 . 512. 9O 2. 0 5. 3 7. 3 |W00 1 . 0 4. 0 5. 0 13. 10 1M 3" 2 4. 2 13. 20 1 " 0 2" 7 3. 7 13. 30 V0 2, 4 3. 4 13. 40 1 . 0 1 . 8 2. G mo 13. 50 1 . 0 1 . 3 2. 3 13. 60 1 . 0 1l1 2. 1 13. 70 l . 0 1 . 0 2. r:,I � i3. 80 l � l . 0 2. 0 1400 iO lC 20 1� 20 l0 1 . 0 2S 11 . 30 I . 0 1 . 0 2 � 1 " 0 1 . 0 2. 0 w� 14. 50 10 K0 7. 0 � N� POND-2 Version: 4^ 03 SM 98020771 Page � Executed 05-31-1994 16: 07: 35 � mw � FileSummary for Composite Hydrograph / N� Time 981510oU DETFAC1 9815100C w� Mrs) (cfs> (cfs) (Total ) ________ ________ ________ ________ N� 15. 00 1 , 0 1m 2, 0 15, 10 1 . 0 1 , 0 2. 0 15. 20 1 . 0 1 . 0 2. 0 15^ 30 1 . 0 1 . 0 2. 0 15. 40 1 . 0 1 . 0 2. 0 15. 50 1 . 0 1 . 0 2. 0 15` 60 KO 1 . 0 2. 0 15. 70 1 . 0 1 . 0 2. 0 � 15. 90 0. 0 3 . 0 1 . 0 15. 9() 0, 0 110 l &:t N� 16. 00 0. 0 1 . 0 1 . � � 0� � � � �i $ m Cbmmi&im Salem. Massachusetts 01970 W�y {'yASSnCN�y /rr f,r.�ss CITY OF SALEM CONSERVATION COMMISSION Will hold a Public Hearing for a Notice of Intent under the Massachusetts Wetlands Protection Act , Massachusetts General Laws , Chapter 131 , Section 40 , at the request of Harold Hewitt . The applicant proposes to construct five single family homes, a cul-de- sac roadway, associated site preparation and the filling of a 1, 950 s . f . Resource Area with a proposed mitigation of a 2, 000 s. f . wetland replication on Calumet Street , Map 10 , Lot 25 . The hearing will be held on Thursday, June 23 , 1994 at 7 : 00 p.m. , One Salem Green , second floor conference room. Betsy Horne Chair June 16, 1994 This nolice postod on "Offlcial uZ39 ' Baize d„ C►ty Mall A� ., Salem, Mass. on NR in accordance with ne / '7 9 Y 23A & 2, 13 of In �a OP - _v_ul.is_ ---- - - 204_' f Ii m,__ ___ _ _ _ _ _ __ i _ _.....r_. ._.. .._. __ _ .. _..___ __ _ J..- __ - _ _ _ -. _.�.. .. ._.__.-__ __ �. _ _ _ .. _._ - _. ,r __ _. .__ _ _ _ _._ ., _ y.._ _. . __ ___ __ ..-_... ..__ _ _ ___ y __.. _ ._ _ __ _ _ _ __. Q�ity of $ajrm, 4flttssar4usgtts Pepurtment of Publir �$ervires (One $alrm Oreen 745-9595 VA. 321 CHARLES F.QUIGLEY City Engineer Director of Public Services August 29, 1994 Mr. Walter B. Power, III Chairman City of Salem Planning Board One Salem Green Salem, MA 01970 Re: Calumet Street Subdivision Dear Mr. Power: The applicant has proposed to construct a detention area on Lots D and E which will intercept runoff from the proposed roadway and areas to the east of the proposed roadway, provided that an intercepting swale is constructed along the property line. The effect of the detention facility will be such that rates of runoff entering the wetland on Lot will be virtually the same after development as exists today. Further, runoff moving across the site and onto properties on Dundee Street will be routed through the detention area and then to the wetland. In addition to maintaining runoff rates after development, the detention area will tend to provide a degree of pretreatment to the runoff before it reaches the wetland. The water leaving the wetland on lot apparently flows toward an existing 10 inch diameter pipe over land of Gagnon to Marlboro Road, then through the Marlboro Road drainage system to Strongwater Brook in Peabody. If the rates of runoff leaving there site remain unchanged after development, no impact on the existing drainage system would be anticipated. It is recommended that the Planning Board impose the following conditions relative to storm drainage issues: 1 . The outlet of the detention area shall be protected with a silt barrier until all work upstream is completed. 2 . After completion of work, the Developer shall clean the detention area of all silt and other debris. 3 . The 10 inch pipe over land of Gagnon shall be inspected v and, if necessary, cleaned at the expense of the Developer. 4. Location and details of the proposed swale on the easterly side of the site (Lot A and B) shall be added to the Plan. Ver y r , Char s 1 e' , I.E. City Engineer Director of Public Services CFQ/ldw Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Ve tedtion ' Metro Boston/Northeast Regio,ql Office `e, William F. Weld N 8 1994 Go mor - Sale8-18 B— TrudyS.Coxe. Secretary,EOEA :n Thomas B. Powers DEEP File # 64-225 Acting Commlesloner RE: NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER Salem DATE: 7/22/94 (city/town) The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act (M.G.L. c . 131, §40) : Applicant : Mr. Harry Hewitt Owner: Address : 18 Verdon ST. Address : Salem, MA 01970 Project Location: Calumet Subidivision Lot 10-25 IF CHECKED, THE FOLLOWING ITEM(S) APPLY TO THIS NOTICE OF INTENT: A. (X) This project has been assigned the following file # : 64-225 Although a file # is being issued, please note the following: Under 401 alternative analysis needed ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL, NOT APPROVAL OF APPLICATION B." No File # will be assigned to this project until the following missing information is sent to this office, to meet the minimum submittal requirements in accordance with the Wetlands Protection Regulations at 310 CMR 10 . 00 : 1 . ( ) _ copy(s) of a completed Notice of Intent (Form 3 or Form 4 of Sect . 10 . 99, whichever is applicable) and a copy of the Fee Transmittal Form, with a copy of the check for the State' s share of the Notice of Intent filing fee. 2 . ( ) copy(s) of plans; calculations, and other documentation necessary to completely describe the proposed work and mitigating measures to protect resource areas . 3 . ( ) _ copy(s) of an 8%" X 11" section of the USGS map of the area. 4 . ( ) _ copy (s) of plans showing compliance with Title 5 of the State Environmental Code, 310 CMR 15 . 00 . 5 . ( ) Proof that a copy of your Notice of Intent has been mailed or hand delivered to the Natural Heritage and Endangered Species Program. COMMENTS : (see page 2 for additional information) 10 Commerce Way • Woburn, Massachusetts 01801 • FAX(617)932-7615 • Telephone(617)932-7600 k C. (X) Other Regulatory Jurisdiction 1 . ( ) Application has been forwarded to Waterways Regulatory Program to determine if a Chapter 91 License is required. 2 . (X) Applicant is advised to forward a copy of the Notice of Intent to the Corps of Engineers for review (call_1-800-362-4367 for information) D. (X) 401 Water Quality Certification The project described in your Notice of Intent requires a 401 Water Quality Certification from the Department of Environmental Protection and may require submittal of a 401 application form. See below for further details : 1 . ( ) Based upon the information submitted in and with your Notice of Intent a separate 401 Water Quality Certification application form is not required. The Department of Environmental Protection has reviewed the plans submitted by the applicant and finds that there is reasonable assurance that the project or activity will be conducted in a manner that will not violate the Massachusetts Surface Water Quality Standards, provided that : a) the applicant receives and complies with a Final Order of Conditions from the local conservation commission or the -Department; b) the Order of Conditions does not cause the loss of more than 5, 000 sq. ft . of bordering vegetated wetlands and land under water and/or the dredging of more than 100 cubic yards of -land under water; c) any loss of vegetated wetlands has been mitigated with a minimum replication of 1 : 1; and d) the project is not exempt from the M.G.L. c . 131, §40 - the Wetlands Protection Act; is not part of a subdivision; does not . cause the loss of any wetlands designated as Outstanding Resource Waters; and does not cause the loss of any salt marsh. Therefore, provided that the above conditions are satisfied, the Final Order of Conditions will serve as the Water Quality Certification for this project . This does not relieve the applicant of the duty to comply with any other statutes or regulations. 2 . (X) Before the activity described in the Notice of Intent can commence, you must obtain a Water Quality Certification from this Regional Office. Please complete the enclosed 401 Water Quality Certification application form and file it with this Regional Office for review. 3 . ( ) Your project involves dredging of greater than 100 cubic yards of material or requires a permit from—the- Federal Energy Regulatory Commission for work in "waters of the Commonwealth. " Therefore, your proposed project is subject to 314 CMR 9 . 00 and requires a Water Quality Certification. Please complete the enclosed 401. Water Quality Certification application form and file it with the Department of Environmental Protection, Division of Water Pollution Control, One Winter Street, Boston, MA 02108 . Contact the Division of Water Pollution Control at 617-292-5655 if you have any questions. For more information please contact :Ralph Perkins at (617) 935-2160 . CC : Conservation Commission ( ) U.S . Army Corps of Engineers ( ) Owner ( ) Coastal Zone Management ( ) DEP - Water Pollution Control (X) Representative :Gulf of Maine Research . ( ) DEP - Waterways 204 Lafayette St ( ) Other: Salem, MA 01970 2 (nits of '�ttlem, 'Mttssar4use##s Pepnrtment of Publir $eriiires (One $alem Green 745-9595 �xt. 321 CHARLES F.GUIGLEY - City Engineer Director of Public Services November 9, 1994 Walter B. Power, III Chairman Salem Planning Board One Salem Green Salem, MA 01970 RE: CALUMET STREET SUBDIVISION Dear Mr. Power: I have received an updated plan for the Calumet Street subdivision from the Planning Department which indicates a new design. The one concern that I have would be to regrade the area in the vicinity of the Melin, Aderio and Hung properties where the new drain-line will be installed to allow for a Swale effect to alleviate more runoff onto their property. I have reviewed the drainage calculations and am satisfied that the new proposed drainage system will adequately handle the run- off. In addition, I am of the belief that the run-off into the resource area to the west of the subdivision will be negligible. I would suggest when, and if, your Board decided to issue a decision on this subdivision that 1) a condition be placed which would require a site inspection from my Department with the applicant to inspect the drainage system and 2) a condition which would provide documentation to my office and your Board that the installed system is functioning properly before a certificate of occupancy is granted. Thank you for the opportunity to comment on this new design. If I can be of further assistance to you, or if you desire additional information, please do not hesitate to contact me. Sincerel , ha les Qui e , P.E. City E neer Director of Public Service CFQ/cmc cc: Conservation Commission NOTES �o �s �e<ic , 1. ZONING DISTRICT, IS R-1 a R �� 4o h1b 2 ASSESSORS MAP 10 PARCEL 25 3. PLAN REFERENCES: LAND COURT PLAN 39638A � �eF s9sRF PLAN BOOK 16 PLAN 31 o y NG PLAN -BY T & 'M ENGINEERING HCH .oq� <, ASSOCIATES, INC. DATED 4\16\86 qp < a,, , �.� (UNRECORDED) IAF qc9FF o LOCUS MAP 'Qti �q,Qy 4. DENOTE STONE BOUND TO BE s s° 011C_ �� 8 �, SET BY OWNER Cis , w CS, s9, 969 MARTIN J. BUROUE 5. BENCHMARK : RIM SEWER MANHOLE AT " DUNDEE AND CALUMET STREETS, ELEVATION �. h� p.p4 os� 2s o w .123.85 (CITY OF SALEM DATUM) o N ?S r ! ��T �_N 133 .86 SEMENT ° N 88045'12" E AOe 0 a pRA I N EA 40.p e `0 127. 70 L <ic _ 4p �• M 30 41 .35- �� ° o (r"^` Z rte.. 20 ' 06#1 W leo LIST OF DRAWINGS CFF 0 151 ,785 + SF . B SHEET 1 DEFINITIVE SUBDIVISION FLAN ST � 337236±.. SF . ��� �� . 0 V1rn / �N 1 SHEET 2 SITE GRADING PLAN �0 ti rn �, o M co coN i SHEET 3 PLAN & PROFILE �t-w SHEET 4 DRA I NAGE PROFILE -j 71 �cr�o SHEET 5 DETAILS ,0 6 N r n . W ',jX00, 4 --j ��-ti _ Aj 4� 8 306,5a• °N 89.32 w v N 61.S O.00 h�.�L\ D 6 L-29 95 ti ,ham D yF /f' D '<�p°��h• o R=25.00 oN T_10�61 • Q 00 G 53 , 135 ± SF . � � _'� x-45 5934 B 4G*041 , 15 + huh 4,Qq 0 Y , 182- ASF . FGo� 0 ~ o 0 0 / N VAP4 00B . 00 cou /1?0 CO KEY MAP �3 5 06 <1%'- SCALE= I" =100' / oq�/ N G 6 �.o,�, 30 , 531 ± SF . 4-1 FNc 3� ,Qo, �Yj• -4`ss'OC•80 �g� 1 Do � T / G DEFINITIVE SUBDIVISION -PLAN CALUMET STREET oqPIs �,000 , SALEM , M ASS. Prepared For Prepared By. Hitt Construction C FOR REGISTRY USE ONLY ewo., Inc: Eastern Land Survey Assoc., Inc. 18 Verdon -Street Chrlstopher R. . Mello P.L.S.- Salem, Mass 01970 I04 ,Lowell St, Peabody, Mass, 01960 508 5J1-8121 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE HEREBY CERTIFY THAT THIS PLAN CONFORMS It D. E. BURKINSHAWCLERK OF THE CITY OF SALEM, MASS. ` I HEREBY C ., , t. t . TO THE RULES AND REGULATIONS OF THE HE ERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 1 - 40� ; ` prMF. c - - p - REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM - PLANNING BOARD HAS BEEN RECEIVED AND OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING f ,: a X'a�,�� - �t .. ' THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF 0 20 40 80 120 ►+ e'er LL SAID NOTICE. • DATE - Christopher R. Mello Poul F. Mullone AUGUST 9, 1993 PLS'31317 , PE. 32847 ` REVISIONS . 9 815 JANUARY 5 1994 AUGUST 22y' 1994 JUNE 1 , 1994 OCTOBER 25, 1994 SHEET I OF' 5 • NOTES Ln A (P I 1 THIS PLAN IS THE RESULT OF AN ON THE GROUND f7ELD ) �Q. \1 SURVEY AND PUBLIC AND PRIVATE PLANS. 0 SMH 8•• vc SMWHS �'�� r , vR�� �� N/EMCZYK 2) U77LI77ES SHOWN ARE BASED UPON nELD SURVEY AND S _w 1 N\ 1, / RECORD PLANS AND ARE NOT NECESSARILY INDICA 77 VE OF ��`• S S a" vc SMH 8" VC sEwER s _w o o '" UNDERGROUND CONDI RONS, SSW D /2'• 12" RCP 6•' WATER - - ' r 26 3) 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND - RCP W _ W _ �, � � � , , ; .-F�,P�• � 0 1 �'�' •° UNCONSTRUCTED W +HYDRANT l ' 5:�� Z� 6� �� /; BELA I R ST . DE7FRYINING THE LOCA77ON, SIZE AND ELEVA77ON OF ALL 25 ,� EXIS77NG U77LI77ES, SHOWN OR NOT SHOWN ON THESE PLANS, S '�° �6 �°a• `2 I PRIOR TO ANY CONS7RUC770N. THE ENGINEER SHALL BE NO77F/E0 �, w a26� ', 128,3• ° /` — — IN WRITING OF ANY U77LI77ES FOUND INTERFERING WITH THE v NIELIN ' \ , I PROPOSED CONS7RUC770N AND APPROPRIA7F REMEDIAL AC77ON �9 6 ADAR I 0 DUNDEE ST • HUNG `��is ��I BEFORE PROCEEDING WITH THE WORK. % w i ' D � 4) T H/S PLAN IS BASED ON THE REFERENCED PLANS, DEEDS Q �` �w O r 1 tia pMH 8,43 V. ' , a AND 7HE RESULTS OF A FIELD SURVEY AS OF THIS DA TE. 1. ' NO CER77F/CA RON IS IN7FNDED AS TO PROPERTY 777LE , RESOURCE •�c AREA " ` I �� GALLAGHER OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED '1950* SF. EASEMENTS � R SMH (TO BE .FILLED o I 5) RESOURCE AREA DELINEATION BY GULF OF MAINE RESEARCH ' 1 +78 r7+0 / / / , li] 6 •0� WITH 80- CY-►OF cn CENTER, INC, • 't / / �' , /32 CLEAN GRAVEL) Q0„If 0 I { ' RETTE I r r�/ /SEEi6HEETff � VER r ' ,r ' /' FOR PROrF I LE o ,� ti\ L E G E N D 1 FAMILY , I I 1 E , I , TRUST �t _ _ AREA MANHOLE 1� /�/ / , ,/ /� , C^' : TO BE i e DMH PROPOSED DRSMH PROPOSED AIN MANHOLE \ , , I + \ e CB PROPOSED CATCH BASIN ��• i - , - , •t• HYD PROPOSED HYDRANT APPROX i MATE LOCATION WATER �;� a MACGREGOR tKTICAL,. 1 I / - p,1a •• WG PROPOSED WATER GATE is a / APPROXIMATE LOCATION SEWER 92, I I ► t 1 ` a :�c�`ti`�`' S ?' z a' PROPOSED CONTOUR MOM MAIL W9, 43 -- -- - - - - - -- ---- ,+ \oa.\ \ t I \ \ , I / �s� � ,�� 100 , w \ r '�* '� PROPOSED SPOT GRADE :NWFIR31StANCTOWANo 87.76 I `• - ---- - L��TTON - - --- bW , - - - �SM" TERR gLz _sO I \ , 1 , \\ -,��- �, �- —1 1 o SMH EXISTING SEWER MANHOLE -- ., -77-7-t-7777: - - - - - - . _ - - -� a " .oMi I -°' " EXISTING DRAIN MANHOLE ` ►� ' ST S _ - - - °- 4*O - - 5 18 , \ ` \ tl . 1 t ` ETTENCOURT o DMH ,��,�• --Q v ' - B o CB EXISTING CATCH BASIN °°"' "u`Ct'µ�TW" Z A[{A ty,ITC[L►1CKtTkoN IL t�ohRtt DMH 1.92 2•Q _ - - - - -- - • - - �� ` \ , \ , , � t r o � , � i �, h., 1.•,. . o 1-�4-0 HYD EXISTING HYDRANT �^ MTHtalIV. OMOYNOY4Ivt/T.Kn,n�:>. , { - o. ,\ � � � 1 � i r � \ 1/ " ' t \� �"� �, WG EXISTING WATER GATE PROPOS — — 100 EXISTING CONTOUR •'•ANCN°fiNG pRAIL \ \ I t 310 , WELL i r4 rrt>,s�xrrFr Anon D 100.00 EXISTING SPOT GRADE , UTILITY POLE I. l irs-Simi�t rum�t firi tx'a•A&M oa * rot C0117"no IN c KW 1I \ ` ' _ RETAINING WALL "°'•Y'°"ti.' T'I �c:" "u`s' ' 90 \ \ ♦ \ t , \ J f ' w w `Ff 1MIWA Mi HM. rt \ ♦ \ \ \ \ 1 , t , d J M 1 / 1 EkT+Tut;odu: .V"=.fk r[$OIL A 14INKA a (4) I+cT/J•No Mian to s 0 Cc \ \ I `' 147- STONE WALL z¢ . Q \� 3 BITUMINOUS CURB z, >�Mr.:I,t: �� .Ttr;>�To> s�"O"It mn 'irpai'iun1A �A�MCA M ICP=Tc was TOUIKK. STrar1 SII K \ \ \ /i TiGAf M W.c. IK rIRtT JI IN VOI W.(SKU K CN tvpl 1PYlm M W ( o \ \ ` \ D , N x x FENCE • \ \` \\\ \ \ ( ' , , / /, / �. t0i WALL K/RLCIW AM rl�AtR tfA.AC'D'OA TwLL K PAY MO7TLT AS . CBSN \ \ \ \ \ \ I a IPFEM III rin,«wAIM".. 86.57 \ \ \ \ \ .\♦ \ \ , , S Sun JI K T�U9/m»Tr ncY rwK XWO nEic usuuHw m AS POT To IUX.K 82.x2 \ \ \ \`; \� `\\ \ �� I , MURPHY o �' \♦ \ \ \ pit? ` ` \\\\ gyp` ♦ ` ` ` ` I ( `� h 0' SMH 86.31 o PROPOSED SWALE ----------- ;Q No . 190 \\ \ \ I I ' " TYPICAL SECTION SOUTH -- s �\ P A E TION \\\�\\ ♦ \ ` `\ \ `\ �♦ 4� fps STREET ---------- 4M I ' I \Y�a'' \ \ \ \ ♦\ `\ \, \ ` \` .\ \ � \ \ \ \ 1 LOTS A $ B \\C ♦ \ \ \ \ \ \ ` N2 \C CES\ so \\o\ \♦\\ .\\ \ \'`' NO SCALE RESOUR D4 �: \\ ,\` ,` BA • CBSN 85.70 , , AREA 'C A� �' \` `�\\ \ ,�` ;\ ,`,♦ ` � .\ ` , \ r MILLARD 10 IN ' \- ` ( EXISTIN ' pRA kit N GAGNON " CLI `' ari S ��• \ \ 85 99 __ / - ` q \ ` AR A-1 � \ \ \` ,.:\ \ .� � \ WA�RSHED ANALYS NRiP6 q�T I O� S \ EXISTING GRADE 0#0 81 .9 CBSN - - - - ----- - - 'X3.0 _, \ \I .\SF. . , ` \` \ \ \ \ C \ \` \ BOUND A(�Y — 79.9 CUT r< REPL I CAT I ON / \y X V'AT)ON '�� AREA A-2A��y `\ `\ `, `\ { ♦ \FT�8 FSR \\\ \\\ 18" TYP I (— I s.y , 9© 800* SF.- - - - --°�3 ,� . \ .�,� L l Ini \ \\ \ JOD01 N I N o. 186 _ 4 LOAM r (75 CY. OF \ \��, EXCAVAT I ON l- - _ = ~--�. \ \ \ `\� SEED -SILT BARRIER azo\ ♦ � \\\ \ s 4 I I / ` \ \ `I30\\ \ o SWALE BASE SHALL BE LINED WITH 3 TO 6 STONE NOTES � ��� ; `,) �� `\ � \,\`,\\` . ; \ \ �1 No. 184 , \ IF SLOPE IS GREATER THAN 49�. MARLBOROUGH RD. DETAIL foo _- - \ • azo COMP I LED FROM PLANS ON , _ __ DAVIS DATA FOR NOTICE OF f FILE AT SALEM CITY -- - �,� WINTER , - - WIG - � \ \` INTENT ENGINEERS OFFICE. `, I HER p ' DEFINITIVE SUBDIVISION , PLAN No. 182 _ - 1 llo l W S CALUMET STREET p SALEM , MASS. - - _ _ ROCKDALE SITE GRADING PLAN Prepared For Prepared By. . FOR REGISTRY USE ONLY � ; �� \ Hewitt Constructlon Co., Inc. Eastern Land Survey Assoc., Inc. • 18 Verdon Street Chrlstopher R. Mello P.L.S. Salem, Mass 01970 104 Lowell St, Peabody Mass, 01960 (508) 531-8121 APPROVED UNDER THE' SUBDIVISION CONTROL LAW SCALE of HEREBY CERTIFY THAT THIS PLAN CONFORMS I D.E. BURKINSHAW CLERK OF THE CITY OF SALEM MASS. s�, ► TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 1" = 40' REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND _ OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF 0 20 40 80 120 SAID NOTICE. DATE -1.. ry FAY C ristopher R. Mello Poul F. Mullone AUGUST 9, 1993 PLS 31317 PE 32847 REVISIONS F 9 815 JANUARY 51 1994 AUGUST 22, 1994 JUNE 1 , 1994 OCTOBER 25, 1994 SHEET 2A OF 5 � N 1 _ Z w Q :I wLu LLJ , i .. a "' s I BURQUE w w Iw °T A CST. INV. 126.55 DMH Lo7 0 0 - S OI 14'48 E MH B D T=51 96 99.62 w 8")( 8"x 6" 426 6 yV BENCHMARK �. TAPPING SLEEVE p SEWER MANHOLE a GATE VALVE s G RIM ELEV. 123.85 �z Q MEL IN T SMh HYDRANT �� 3„/Sp3 S3F6.. GATE VALVE C S Q k �Q /3l`SS `�8•. 8'k 6" REDUCER �. : SEE ( . CO SHEET 2 LOT C FOR f DRAINAGE LOT D i 150.00 VERTICAL CURVE L=10 X to to to U M !- M > j >t4 N Q .. N d. M ~ N EXISTING LEFT 140.00 Oti N N SIDELINE t0 O fid• NF.: >> 07 t0 Z Z j .N — N > 01 EXISTING RIGHT z N M + � SIDELINE O ? to / c�a co o a=— N a •000 N PROPOSED 2 In Moc N S= 2 0 / X CENTERLINE z i (n to W(f) D: M WO U Jc_ to \ / Z EXISTING , 130.00 CENTERLINE ' LLJ a iG w v to 01 to - $=� to 100, N Q N N r- > Z 120.00 Z a N to a- DEFINITIVE SUBDIVISION PLAN CALUMET STREET to � " SALEM MASS It • BASE = 110.0(7 ^ " N N N N '. PLAN- AND PROFILE . STA TION 0+0 +50 1+0 +50 .2+0 +50 3+0 +50 4+0 Prepared For Prepared By. FOR REGISTRY USE ONLY Hewitt Construction Co., Inc. Eastern Land Surve Assoc., Inc. Y 18 Verdon Street Christopher R. Mello P.L.S. PROFILE — CALUMET STREET Salem, Mass. 01970 104 Lowell St, Peabody, Moss, 01960 (508) 531-8121 APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE 4M - HEREBY CERTIFY THAT THIS PLAN CONFORMS I D.E. BURKINSHAW CLERK OF THE CITY OF SALEM 1 it 40' HORIZONTAL TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 1" = 4' VER77CAL REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND s' '� = • i5 y OF MASSACHUSETTS. RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING '�` ,�; % . �M47 THE NEXT TWENTY DAYS AFTERSUCH RECEIPT AND RECORDING OF o 20 40 80 120 SAID NOTICE. DA TE • • . . ::. ,,r , - AUGUST 9, 1993 Chrlstopher R. Mello Paul F. Mullone PLS .31.317 PE 32847 REVISIONS F ' 9 81 rJ JANUARY 51 1994 AUGUST 22, 1994 JUNE ! , 1994 OCTOBER 25, 1994 SHEET 3 OF 5 _.-_.._.__ —___:,-•--r`--,---.-...-....,�..--.,--.o.--.---..ter-.•,..-„ ..-.:. _...,o..,:.-mow - .r-.... _,... -,. -... .,_::_ -- - -- -- - -- -- ---- - --- -- --- ---- ------- - - - --- --- - --- - 130 EASEMENT - 120 ASEMENT120 V 1n ti t toN / n fn 110 CDco N M O / p cr 1n 0 CO cn rn ca / �--• �z�z W }— MARLBOROROAD --T � � i� � � w 100 J W _ 4 OD / c0 � 0 N V1 — .. O — K Q / Z o M o W r- 90 (0 ao CO cn / 90 ALL DRAIN TO BE 12' RCP r � :5110 .42 k S=0.010 80 Sz0.008 rGV f - DEFINITIVE SUBDIVISION PLAN BA SE = 70 CALUMET STREET STA 710N 0+0 1+0 2+0 3+0 4+0 5+0 6+0 7+0 18+0 9+0 SALEM , MASS. DRAINAGE PROFILE FOR REGISTRY USE ONLY Prepared For Prepared By. Hewitt Constructlon Co., Ina Eastem Land Survey Assoc., Inc. 18 Verdon Street Christopher R. Mello P.LS, Salem, Mass 01970 104 Lowell St, Peabody, Moss, 01960 (508) 531-8121 HEREBY CERTIFY THAT THIS PLAN CONFORMS I, D.E. BURKINSHAW, CLERK OF THE CITY OF SALEM, MASS . APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE , r . , . _ ,• 1 = 40 HORIZONTAL TO THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN 1” = 4' VERTICAL REGISTERS OF DEEDS OF THE COMMONWEALTH BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND . RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED OF MASSACHUSETTS. , DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. DATE �az Christopher R. Mello Claylon A. Morn OCTOBER 25, 1994 PLS 31317 PE 30969 ' RENS/ONS F 9 815 SHEET 4 OF 5 DETAIL PROPOSED FIRE HYDRANT no scale TYPICAL CROSS SECTION .` DARLING B 62 B PROPOSED ROADWAY no scale Pumper Connection to Face Roadway 40 O LAYOU T 09 I 2'-0" MIN. 4' 3' 26' ROADWAY 3 4' SIDEWALK TREE LAWN SIDEWALK 4 1/20 BIT. CONC. PAVEMENT, TYPE i-1 Standard C.I. Road Box and Cover LAID IN TWO COURSES f Bit Conc. Walk 2 1/2- Type I in Pitch 1/4 " per toot Pitch 3/8" Per It two courses v CURB 8" x 6" C.L..D.I. TEE D f:. ..:,• f` •. .:, z 6" Gate Valve CONCRETE THRUST BLOCK 12" Grave) 4" Loam do Seed Foundation 127 Gravel Base No- Stone Over 3" Dimension 6" Loom & Seed000 TELEPHONE. ELECTRIC, FIRE ALARM Approved Subgrade AND CABLE (2' MIN. COVER) - TiE RODS 7 10' 12" Square By 4" Thick Stone or Concrete Base O 8" diam Water �« CONCRETE THRUST BLOCK 5' Min. Cover I . Drain O 8" diam. Sewer TYPICAL TRENCH SECTION no scale 4 s DETAIL " "MANHOLE MIN no scale 24 DIAM. MANHOLE FRAME AND COVER DETAIL CATCH BASIN p po p OD/2 Full Mortar Bed no scale " o0 0o Qoo no I' STONE SHED �p D o0 6" MIN. 2 to 5 Courses Leveling Brick III 24" x 24" CAST IRON FRAME AND GRATE PRECAST CONCRETE CONE 1171 FULL MORTAR BED IIII ) I ' 2 to 5 Courses Levering Brick PRECAST CONCRETE FLAT TOP SECTION • 4'-0" 4' - 0" PRECAST CONCRETE WALL SECTION All Joints and Penetrations OUTLET to be made fully Watertight) INLET 5" MI C-4 PRECAST CONCRETE WALLS OR OUTLET BARREL BLOCK (PARGE JOINTS WITH MORTAR) 5".MIN DEFINITIVE SUBDIVISION PLAN DDD oo DD DD PP PRECAST CONCRETE BASE D D D D � D D PRECAST CONCRETE BASE CALUMET STREET 6" Crushed Stone BRICK INVERT . Foundation SALEM , MASS . DETAILS FOR REGISTRY USE ONLY Prepared For Pre pored By. Hewitt Construction Co., Inc. Eastern Land Survey Assoc., In c. 18 Verdon Street Christopher R. Mello P.L.S. Salem, Mass. 01970 104 Lowell St, Peabody, Mass, 01960. (508) 531-8121 HEREBY CERTIFY THAT THIS PLAN CONFORMS I, D.E. BURKINSHAW CLERK OF THE' CITY OF SALEM APPROVED UNDER THE SUBDIVISION CONTROL LAW SCALE TO ,Fy �e, Cie • AS NOTED THE RULES AND REGULATIONS OF THE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 8 `r , REGISTERS OF DEEDS OF THE COMMONWEALTH THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND "� `` ' i�4 OF MASSACHUSETTS. RECORDED AT THIS OFFICE . AND NO APPEAL WAS RECEIVED DURING - ,r, { � j THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING OF o 20 40 80 X20 . >} SAID NOTICE. DATE . Christopher R. Mello Paul F. Mullone AUGUST 9, 1993 PLS 31317 PE 32847 REWSiONS F 9 815 JANUARY 5, 1994 AUGUST 22, 1994 JUNE 1 , 1994 OCTOBER 25, 1994 SHEET 5 OF 5 I