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64-234 - Boston Street - CONSERVATION COMMISSION
64-234 Stop & Shop Old Filing, w/d without prejudice —v' i SERAFINI, SERAFINI AND DARLING ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN R. SERAFINI.JR. 508-744-0212 JOHN E. DARLING 617-561-2743 ELLEN M. WINKLER TELECOPIER JOSEPH C. CORRENTI 508-741-4663 June 22, 1995 HAND DELIVER Ms. Elizabeth Debski Assistant City Planner Conservation Commission One Salem Green Salem, Massachusetts 01970 RE: Notice of Intent Boston Street, Salem DEP File No. 064-0234 Dear Ms. Debski: Regarding the above entitled Notice of Intent dated May 3 , 1995, filed by Stop & Shop Supermarket Company and John C. Jeffers, the petitioner hereby withdraws said petition without prejudice. It is our intent to proceed on the new Notice of Intent filed on May 26, 1995, for which a public hearing has yet to be scheduled. We, therefore, respectfully withdraw said May 3 , 1995 Notice of Intent. Sincerely, STOP AND SHOP SUPERMARKET COMPANY, INC. and JOHN C. JEF,FFERS by JO N R. SERAFINI, SR. , Attorne? JRS,SR. /ln 310 CMR 10.99 - ECEIVED DUP Me No, (ro be P,ovidoi by DM Form 3 MAY S W) Gty/-rown Salem Salem t'k`orrarrrg uepL ApPiicant Stop & Shop Supermarket Commonvealth Department of of Massachusetts Defense United States Notice of Intent of America ' Under the Massachusetts Wetlands Protection Act, G.L. c. 131, $40':: and Application for a Department of the Army Permit Part I: General Information 1. Location: Street Address Boston St-re t 'Salem, Massachusetts, ama Howley Street, Peabody, Massachusetts Lot Number Man 16, Lot 174 2. Project: Type Commercial Description Construction of supermarket, - parking and loading facilities , landscaping and underground utilities . 3. Registry: County-$gsax South - See Attachment A certificate (if Registered Land) 4. .Applican_ The Stop .& Shop Supermarket Comyany. Inc. and xxa$._ - John C. Jeffers Address c/o Serafini, Serafini and Darling 63 FeSea lAtttaceti[henatley,,,KA 01970 (508) 744Te112 5. Property Owner Address 6. Representative Atty. John R. Serafini Tel.( 508)744-0212 Address Serafini, Serafini & Darling, 63 Federal St. , Sa1Pm m (1147f1 7. a. Have the conservation Commission and the Department's Regional office each been sent; by certified mail or hand deliver, 2 copies of completed Notice of Intent, with supporting plans and documents? Yes K3 No ❑ b. Has the fee been submitted? Yes ET No ❑ C. Total Filing Fee submitted $525 . 00 d. City/Town share of Filing Fee $275 . 00 State Share of Filing Fee $250. 00 (sent to City/Tour) (% of fee in excess of $25, sent to DEP) .e. is a brief statement attached indicating how the, applicant calculated the : - fee? U Yes ❑ No 3-1 Effective 11/20/92 ATTACHMENT A OWNER: ADVANTAGE BANK 25 Bartlett Road, Winthrop, MA OWNER: JOHN C. JEFFERS 164 Boston Street, Salem, MA OWNER: Margaret M. Buckley 1212 Ocean Boulevard, Rye, NH DUNG FEE CALCULATION WORKSHEEf plants, roadways/driveways NOT subject to 310 CHR 10.53(3e) SHALL NOT BE SUBJECT TO ADDITIONAL FEES %7EGORY 1 $55 PER ACTIVITY $ No. if said activities are reviewed under a SINGLE NOT • C. Construction of EACH ROADWAY/ORIVEWAY within the Existing House/residential dential lot (addition, deck, _ Buffer zone or Coastal Floodzone NOT reviewable garage,pool, shed,or DRIVEWAY) under 310 CMR 10.53 Cie) and NOT .associated with a SFH • Site Preparation (removal of vegetation, exca- _ D. HAZARDOUS WASTE CLEANUP (except as noted in vation grading where home construction isn't category 4) — proposed under this NOI) . 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 • Resource Area Improvement pursuant to 310 CMR _ A. EACH WETLAND FILLING/CROSSING LIMITED PROJECT _ 10.53 (4) other than 1C above ACCESS ROADWAY/DRIVEWAY under 310 CMR 10.53 (3e) associated with COMMERCIAL, INDUSTRIAL, INSTITU- • SEPTIC SYSTEMS or any part thereof/repairs, _ TIONAL DEVELOPMENT OR RESIDENTIAL SUBDIVISION replacement, UPGRADING CONSTRUCTION. (*see category 2g for SFH driveways*) • Monitoring Wells/well —_ B. Flood Control Structures (construction, REPAIR, _ OTAL CATEGORY 1 ACTIVITIES L _ end/or modification) _ rn500 C614o.0\ -Ix C..LANDFILLS-public & private ATEGORY 2 $250 PCR ACTIVITY D. SAND & GRAVEL OPERATIONS _ . EACH NEW single family house (SFH) INCLUDING — E. NEW railroad lines or EXTENSIONS of EXISTING site preparation, retention/detention basins, lines — utilities, SEPTIC SYSTEM, roadway/driveway other �� than those pursuant to 310 CMR 30.53(Se) (_CX Control of NUISANCE VEGETATION under 310CMR'1 _ if reviewed under a SINGLE NOI a� 10.53(4) other then on a SFH lot //'I {. Perking lot/ ANY size - _ G. BRIDGES (construction, reconstruction, expansion,—Beech Nourishment — maintenance) ASSOCIATED with a SFH lot :. Raising or lowering WATER LEVELS) 7. Coastal Activities pursuant to 310 CHR 10.24 1 \Z — — (7a-c) including 7a-Electric Generation Facilities, I. ALTERATION Or RESOURCE AREA & diversion of water 7b-Public Utilities, 7c-Coastal Limited Projects associated with HAZARDOUS WASTE CLEANUP, non- buildings REPAIR/MAINTENANCE of EXISTING piers, mosquito control projects, or for ANY OTHER PURPOSE build fogs culverts, etc. NOT EXPRESSLY IDENTIFIED ELSEWHERE IN THIS FEE SCHEDULE LIMITED PROJCCT ACTIVITIES pursuant to 310 CMR _ J. DREDGING ACTIVITIES not associated with a NEW _ 10.53 (e-d) AND 310 CHR l0.53 (f-1) per f`otprint dock, pier or other structure described in category 5 L'✓ _ TOTAL CATEGORY 4 ACTIVITIES ,. EACH WETLAND DRIVEWAY CROSSING associatedwith _ a SFH pursuant to 310 CMR 10.53(3e) CATEGORY 5 $2 PER LINEAR FOOT; TOTAL FEET NOT TO BE LESS I. ANY paint source discharge THAN $50 NOR MORE THAN $1000 A. Construction, reconstruction, REPAIR, or replace- _ 1. ANY OTHER ACTIVITY not described in categories _ ment of DOCKS, PIERS, REVETMENTS, DIKES, or other 1,3,4 & 5 engineering structures on COASTAL or INLAND RESOURCE TOTAL CATEGORY 2 ACTIVITIES AREAS including the placement of RIP-RAP or other material on coastal or inland resource areas :ATECORY 3 $525 PER ACTIVITY TOTAL CATEGORY 5 ACTIVITIES t. SITE PREPARATION for ANY development other than l. FILING FEE CALCULATED TDJ'A S 525 .00 for a SF-H INCLUDING removal of vegetation, PERSON-CALCULATING FEE SCHEDULE (Print Name) excavation & grading when actual construction is Paul _ -SOI1QIl /O OIIIIRe1' Env. Tech. Inc.NOT proposed under this NOI S. CONSTRUCTION OF EACH BUILDING_within.commercial, 525 . 1 ADDRESS 65 New Salem St. , Wakefield, MA 01880 . industrial, institutional; or apartment/condo/ TELEPHONE NUM R (617) 246-5360 townhouse type of development, ANY PART of which is in a BUFFER ZONE or RESOURCE AREA. Associated a'SIGNATURE a activities: site preparation retention/detention DATE 9,T basin construction,septic systems, perking lots, utilities, point source discharges, sewerage treatment at ti L13 B. Have all obtainablo permits, vaziancee and approvalo required by ).oral by-law been obtained? pp4q Yea ❑ NO ua obtained Applied eor: Not Applied For: Zoning Variance-Peabody wetlands Special Permit Site Plan Review - Peabody__ PUD Special Permit Order of Conditions-Peabody 9. Is any portion of the Bite subject to a wetlands B$e, Btrict n order pursuant to C.L. C. 131, s40A or C.L. c. 130, S1052 You U No Er 10. List all plane and supporting documents submitted with this Notice of Intent. Identifying Number/Letter Title, Data A List of Owners B Project Description C Environmental Impact Statement D Drainage Calculations -_ E Volume Calculations F Resource Area Description G Habitat Evaluation h Mitigation Measures I Site Plans J Cross Section Plans & resoure Area Detail Plans K �^ Peabody Order of Conditions 11. check those resource areas within which work is proposed: (a) U suffer Zone (b) Inland: Ex Hank* 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 V.S. Army Corps of Engineers concurrent jurisdiction. see General Instructions for completing Notice of intent. 3-2 12. is the project within esLimated habitat which is indicated on the most recent Estimated Habitat Map of State-Listed Rare wetlands wildlife (if any) published by the Natural Heritage and Endangered Species Program? YES [ ] NO JX( j Date printed on the Estimated Habitat Map NO MAP AVAILABLE [ ] (if any) January 199 R996 If yes, have you sent a copy of the Notice of Intent to the Natural Heritage and Endangered Species Program via the U.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 iit Site Description Indicate which of the following information has been provided (on a plan, in narrative description or .calculations) to clearly, completely and accurately describe existing site conditions. Identifying Number/Letter (of plan, narrative or calculations) Natural Features Soils F Vegetation 1 _ Topography Open water bodies(including ponds and lakes) 1 Flowing water bodies(including streams and rivers) Public and private surface water and ground water supplies . on or within 100 feet of site Maximum annual ground water elevations with dates and location of test Fj Boundaries of resource areas checked under Part 1,•. item 11 above B,C Other Man-made Features: 1 Structures (such as buildings, piers, towers and headwalls) I Drainage and flood control facilities at the site and immediately off the site, including culverts and open channels (with inverts) , dams and dikes Subsurface sewage disposal systems 1 underground utilities 3-3 I Roadways and parking areas Prc,p,,rty bounaarieg. sas,::•lents and rights-of-any B,C Other Part III: work Description Indicate which of the following information has been 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) Planview and cross Section of: B,I,J structures(such as buildings, piers, towers and headwalls) B,C,D,E,I Drainhge and flood control facilities, including culverts and open channels(with inverts) , dams and dikes C,D,I subsurface sewage disposal systems S underground utilities B,E,I,J Filling, dredging and excavating, indicating volume and composition of material B,E,I,J compensatory storage areas, where required in accordance with Part III, Section 10.57(4) of the regulations. Wildlife habitat restoration or reLd icaticn areas Other Point source Discharge Description of characteristics of discharge from point source (both closed and open channel) , when point of discharge falls within resource area checked under Part I, item 11 above, as supported by standard engineering calculations, data and plans, including but not limited to the following: 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 contributing to the resource area checked under Part 1. item 11 above; 4. Estimated water quality characteristics of pre- and post-development run-off at the point of discharge. 3-4 Part IV: Mitigating Measures - !. ilea iv: ^r .oketety !d arcura'ety descr+`,e, with reference to supporting plens and calculations where nrcessary: (a) All measures and designs proposed to meet the performance standards set forth under each resource area specified in Part II or Part III of the regulations; or (b) My the prestmptions set forth under each resource area specified in Part II or Part III of the regulations do not apply. ❑ coastal Resource area Type: identifying number:or C1 Inland Bank letter of support documents Construction of a 15 - foot +/- wide box culvert for stormwater discharge . J ❑ Coastal Resource Area Type: Identifying number or U Inland Bordering Land Subject to Flooding letter of support , documents Incremental stroage volumes in the post-constructio condition will be equal to or greater than pre- E,H,I,J construction storage volumes. 3-5 ❑ coastal Resource Area Type: denti.fying number or ❑ Inland letter of support documents 2. Clearly, completely and accurately describe, with reference to supporting plans and calculations where necessary: (a) all measures and designs to regulate work within the Buffer Zone so as to ensure that said work does not alter an area specified in Part 1, Section 10.020)(a) of these regulations; or (b) if work in the Buffer Zone will alter such an area, all measures and designs proposed to met the performance standards cWU ishcd for the adja�enr resource area, specified in Part :1 or Part III of these regulations. fa, coastal Resource Area Type Bordered Identifying number or {SAS Inland By 100-Feet Discretionary zone: letter of support documents Waterway Erosion control will be maintained throughout the construction phase to protect the North River from Hj siltation. Gas and oil separators will be maintained in the I storm drainage system to mitigate the potential for pollution. 3-6 Part V: Additional Information for a Department of the 'Army Permit 1. COE Application No. (to be provided by COE) 2. (Name of waterway) 3. Names and addresses of property owners adjoining your property: 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. 8k" 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. . THE STOP & SHOP SUPERMARKET COMPANY, INC. and JOHN C. JEFFERS" signature of Applicant D� Date b (/ May 3, 1995 SignAture of Applicant's epresentative Date JOHN R. SERAFINI, SR. FORM "Exception to ENO Form 4345 approved by HOUSACE, 6 May 1982" NED 100 (TEST) 1 MAY 82 "This document 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. The Office of Management and Budget(OMS) 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 NOTICE OF INTENT FEE TRANSMITTAL FORM DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF WETLANDS AND WATERWAYS NOTICE OF INTENT (NOI) APPLICANT: PROPERTY OWNER: Name The Stop & ShoD Supermarket- Company. Inc.Name SEE ATTACHMENT A and John C. Jeffers street c/o John R. Serafini . Sr. Street 63 Federal Street City/Town 49An,, _ City/Town State MAI Zip code41970 state Zip code Phone Number (508) 744-0212 PROJECT LOCATION: Street7Lot Number Boston StraAt City/Town Salem DEP FILE NUMBER (if available) NOI FILING FEE DISPUTED FEE Total NOI Filing Fee: $ 525.00 Total Diputed Fee: $ (as determined in Notice of State share of eiiine Fee: $ 250.00 _ Tnsuf_`iciect Fee iette : Fr.::a (1/2 of fee in excess Of $25 .00) conser•.ation commission) City/Town Share of State share of Fee: $ Filing Fee: $ 275.00 (1/2 of total disputed fee) City/Town share of Fee:$ (1/2 of total disputed fee) INSTRUCTIONS• 1. send this Fee Transmittal form and a check or money order, payable to the Commonwealth of Massachusetts, to the DEP Lock Box at: Dept. of Environmental Protection Box 4062 Boston, MA 02211 2. Attach a copy of this form to the Notice of Intent submitted to the local Conservation commission. 3. Attach a copy of this form and a copy of the DEP check to each of the Notice of Intent forms submitted to the DEP regional office. 11/20/92 ATTACHMENT A OWNER: ADVANTAGE BANK 25 Bartlett Road, Winthrop, MA OWNER: JOHN C. JEFFERS 164 Boston Street, Salem, MA OWNER: Margaret M. Buckley 1212 Ocean Boulevard, Rye, NH LAW OFFICE OF REMITTANCE AOVK E 6-20/110 SERAFINI, SERAFINI AND DARLING 29049 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 �p---�— PAY �. / W V -DOLLARS TE TO THE ORDER OF CHECK AMOU, 0 If 1160 29049om 1:0 1 i000 2061: 24 00696 S 2114 REMITTANCE ADVICE 5-20/11D LAW OFFICE OF SERAFINI, SERAFINI AND DARLING 29048 63 FEDERAL STREET SALEM, MASSACHUSE7TS 01970 PAY dLdz / MO OLL.ARS GATE TO THE ORDER OF ICHECK AMOUI 6 l ?Fs--Cioo1 rwv ion", �� / Al, 1100 29048,12 1:0 11000 2061: 24 00696 S 211' EXHIBIT B PROJECT DESCRIPTION I� The project consists of the development of a proposed Super Stop & Shop Supermarket and modifications to the existing Jeffers Lumber Corp. Facility on a 7.25 acre parcel of land located in Peabody & Salem, Massachusetts. The proposed Supermarket is to be accessed from Howley Street in Peabody and the Jeffers Lumiber Facility is to be accessed from Boston Street in Salem. The modifications proposed for the Jeffers Lumber Corp. Facility consists of demolition activities, relocations of an existing I mill building and construction of a new storage building together with appurtenant parkings, loading and landscape features as well as new utility connections. All of the proposed work on the Jeffers portion of the site is located outside of any resource area or buffer zone as defined in the Massachusetts Wetlands Protection Act. The activities on the Stop & Shop portion of the site consists of construction of a Supermarket, parking, access, loading and landscaping facilities as well as underground utilities. The proposed activities in part are located within certain resource areas or buffer zones to resource areas as defined the Massachusetts Wetlands Protection Act. and are the topic of this Notice of Intent. . . The Peabody portion of the property will contain a 363 space parking lot, the front portion of the building site access and egress points and all underground utilities. The Salem portion of the property will contain the bulk of the building, loading facilities, storm run off detention facilities and underground utilities. The building will be served by extensions of the existing municipal sewer water supply and electrical power facilities located on Howley Street in Peabody as well as by natural gas and telecommunications facilities. Surface storm runoff from the roof of the proposed building and paved areas will be collected by means of a system of piped catch basins and manholes. The system will terminate in the North River. ' Subsequent documents, calculations and plans presented in this Notice of Intent provide a complete description of the resource areas on adjacent to the site and the measures provided within the site design to assure compliance with the performance standards of the Massachusetts Wetlands Protection Act. f� � � r�� ENVIRONMENTAL IMPACT STATEMENT IN COMPLIANCE WITH PLANNED UNIT DEVELOPMENT UNDER SALEM ZONING ORDINANCE BY THE SALEM PLANNING BOARD FOR APPLICATION OF THE STOP & SHOP SUPERMARKET COMPANY FOR CONSTRUCTION OF A RETAIL STORE AND FOR JEFFERS LUMBER CORP. FOR ALTERATION OF AN EXISTING INDUSTRIAL FACILITY • JUNE 179 1993 Revised April 20, 1994 Revised April 28, 1995 �BaQ4o� �,oad �oQoo� 0©�ootloQo� IIaoo INTRODUCTION In preparing this document we used the Salem, Massachusetts Subdivision Regulations currently in effect as a guideline. Description of Site The subject site is shown on site plan dated Jame 15, 1993 and entitled Property Plan, Sheet 17 of 17 Sheets. The subject site is located on Boston and Howley Streets in Salem and in Peabody, and consists of approximately 7.25 acres, of which 3.82 acres located in Peabody. Scope of Investigation This document has been prepared on the basis of available records, surveys, and current guidelines used in the City of Salem, Massachusetts, as amended to date. Reference is made specifically to Appendix "A" of the Subdivision Regulations of the City of Salem, Massachusetts, entitled "Requirements for • Environmental Impact Statement". Subjects addressed include: I. Natural Environment II. Man-Made Environment III. Public Facilities IV. Community Services V. Human Considerations The environmental impact statements, along with supporting data, follow. �oa4o� �aod �oQoo� o��oQ�aQcaao II000 • PUBLIC FACILITIES Water Supply The proposed Stop & Shop Facility is to be serviced by a new connection to the existing ten inch water main located on Howley Street in Peabody. The proposed water distribution system within the site consists of eight and six inch mains, four fire hydrants and appurtenant valves and fittings. A fire flow test was conducted during April of 1993, on the existing Howley Street water main, by Water and Waste Pipe Testing. The results of that test were as follows: Static Pressure at hydrant opposite site: 115 PSI Flowing Pressure at hydrant opposite site: 102 PSI Flow at hydrant, Howley & Main Street: 1350 GPM Based upon the results of the fire flow test, an available fire flow in excess of 3000 GPM at a residual pressure of 20 PSI is projected. The consumptive demand for the proposed Stop & Shop • Facility is estimated to be 7000 gallons per day. The Jeffers facility is presently and will continue to be, serviced by connections to the existing water main on Boston Street in Salem. Consumptive demand for the facility is presently 600 gallons per day and will not appreciably change as a result of the anticipated site alterations. No existing or potential surface or groundwater supplies will be impacted by the proposed site activities. Sanitary Sewerage An estimated daily wastewater stream of 7000 gallons will be discharged from the proposed Stop & Shop Facility. Sanitary waste lines are separated from waste line serving food preparation areas within the building. Waste flow from the food preparation areas is to be directed into an 8000 gallon grease trap, located underground near the northwest building corner. �aa4oQa 155A Mnw 6 Eggwgom II000 MNATURAL ENVIRONMENT Air With respect to the proposed Stop & Shop Facility, the potential for odors or smoke occurring on site is minimal. Heating will be accomplished by gas fired systems, said systems being in strict compliance with all Federal Clean Air standards. Rubbish generated on site will be loaded into closed compactor units, which will be removed by private contractors on a regular basis. Dust generated during site construction activities will be controlled by wetting on a daily basis, when dry climatic conditions occur. With respect to the Jeffers Lumber Corp. Facility, the major possible source of site generated dust is from operations occurring during milling of lumber. An air handling and cleaning system, is and will continue to be, associated with the mill building. The system will be inspected on a regular basis and cleaned, as required, by the owner. Prevailing winds are from the northeast and east of the site. Minimal impact upon downwind entities will occur, in part due to • the bowl like shape of the site and, in part due to the lack of sources of smoke, dust or odor from the site. No incineration of refuse, demolition debris or other activity which could adversely affect air quality is proposed for this project. All refuse will be handled within enclosed areas until removed by lard carriers to approved waste disposal facilities. �BaQ4o� [Land UnDy 3@gN554069 2@& . Effluent from the grease trap and the sanitary waste line will be pumped existing eight inch sanitary sewer located on Howley Street in Peabody. The wastewater pump station, which is designed in compliance with Local and State Requirements, will be maintained by Stop & Shop. 10" on Howley Street passes under RR & North River by means of a siphon, then into SESD interceptor. Sanitary wastes from the Jeffers property will be discharged into the existing sewer located on Boston Street in Salem. The average daily waste flow is presently 600 gallons per day and will not appreciably change as a result of the proposed site alterations. No process wastes are expected from the Jeffers property. Stom Drainage Facilities Storm drainage from the westerly portion of the Stop & Shop site (the main parking lot) and the proposed building roof drains is directed into a series of connected catch basins, manholes and an oil/water separator; all of which are directed toward the North River. Sheet runoff from the easterly (slope and loading area) . portion of the site is directed toward a new compensatory storage area, to be located in the northwest portion of the site. Stormwater will exit the area through a twelve inch diameter drain and be. directed toward the North River, after passing through an oil/water separator. All storm runoff will exit the site through a proposed concrete open channel passing beneath the NBTA trackage and into the North River. The proposed catch basins will be equipped with gas and oil separators, to be maintained by the owner, in order to minimize the potential for introduction of petrochemicals from the site into the North River. All drainage from proposed paved areas will be routed through underground oil/water separators to provide further removal of sediment and hydrocarbons. ,Ba�4ow G�o©d �op�o� o��ootl�ocaao �oQo • Land A topographical survey of the site has been performed by Eastern Land Survey Associates, Inc., of Peabody, MA. The results of the survey are given on Sheet 3 of the Definitive drawings. Elevations on site range from 8 feet to 42 feet above Mean Sea Level Datum. The site slopes steeply from the southerly lot line toward a flatter area adjacent to the M.B.T.A. Trackage. Proposed site grading characteristics call for stabilization of the steeply sloping areas by means of gravity retaining walls. The major portion of the Stop & Shop site will be relatively flat with slopes of one to two percent predominating. The major topographic limitation presented by the site is that a portion lies in a 100 year flood plain. Grading of the parking and loading areas has been accomplished so that to insure no incremental loss of flood storage. The proposed building slab is to be constructed 6 inches above the level of the 100 year flood plain in Peabody. No percolation tests were conducted on the Stop & Shop or the Jeffers Lumber site since both sites have public sewer available to the property line. Table 1 describes the various cover types . which will exist after construction of the proposed facilities. Proposed site grading is described on Sheets 9,10,11 & 16 of the Definitive Plan. The topic of wetland resource areas on or adjacent to this site is discussed in a subsequent section of this document. Water & Wetlands There is no known existing or potential public or private surface or ground water supply within the water shed of the North River to which the site is tributary. As discussed in a earlier section of this document a portion of the site of proposed Stop & Shop facility lies within the 100 year flood plain adjacent to the North River. Proposed grading characteristics of the site are such that no loss of incremental flood storage volumes will occur as a result of the proposed activity. This site will therefore result in no impact upon existing flood stage or duration on or outside of the property. �aaQo� Laod �aBoo� O��oo��4oa, IIQoo • TABLE 1 PROPOSED GROUND COVER TYPE STOP & SHOP FACILITY Z OF TOTAL AREA (SF) Building 62,830 21.2 Paved Areas 163,050 55.0 Landscaped Areas 38,400 12.9 Natural Vegetation 32,370 10.9 JEFFERS LUMBER CORP. Buildings 10,700 32.8 Paved Areas 12,400 37.9 • Landscaped Areas 9,570 29.3 k0amm ISM OTmy 4 009@451@@� IIo(8o The proposed method of sewer disposal is by means of a connection to the City of Peabody sewer system. The project will therefore have no impact on surface or ground water supply. The following mitigating measures will be adopted to meet the performance standards of the Wetland Regulations and to preserve the site's natural amenity value: * A single, continuous row of staked haybales backed by a siltation fence shall be installed along the length of the project parallel with the North River indicated on the Plan. This line of haybales and silt fence is proposed in order to provide an erosion and sedimentation control barrier as recommended in "Erosion & Sedimentation Control guidelines, DEQE, 1983." Haybales furnished shall be twice looped with wire or other cordage resistant to rot. Haybales shall be set in an excavated trench 6" deep, oriented with the wire loops parallel to the surface contour, tightly butted to adjacent bales, and staked with two T12"X3' stakes or sections of 'rebar' spaced equally in the bale and driven solidly into the underlying material. No spoil from the excavation of the trench shall be placed or stockpiled on • the resource area side of the barrier. NOTE: Additional haybailing required by the Commission U7ing the project duration shall also be provided and installed in accordance with the previous paragraph. * Areas of exposed soils which are exposed for more than 2 weeks will be mulched with hay in order to control erosion on site. * All installed catch basins will have sumps to collect debris within the structured drainage system. * All new catch basins within paved surface will be provided with gas and oil separator hoods. * Parking lot drainage will be routed through an oil/ water separator prior to discharge to the North River. �aa4o� �+and �apoo9 Da�oo�o4oa� IIQOo On Jame 16, 1993, the site was reconnoitered for the possible presence of rare and endangered species as listed by the Massachusetts Natural Heritage and Endangered Species program. No evidence of listed species or vernal pool habitat were noted during the field inspection. In addition, the Atlas Estimated Habitats of State-Listed Rare Wetlands Wildlife was consulted for the possible occurrence of estimated habitat within the vicinity of the project. No such area was shown within a five mile radius of the project. The property was assessed by Sommer Environmental Technologies, Inc. ("SET") with respect to the Wetlands Protection Act (M.G.L. Ch. 1319 s40) (WPA) and its regulations 310 CMR 10.00. The Wetlands Protection Act requires that certain wetlands, ponds, streams, and adjacent areas are to be protected as "resource" areas. Bordering vegetated wetland is defined as an area where over 50% of the plants are wetlands indicator species. Stream banks and areas subject to periodic flooding are also protected. The property in question is located at the corner of Howley and Main Streets in Peabody, Massachusetts. On several occasions in May and June of 1993, Mr. Paul Sommer of Sommer Fhvironmental Technologies, Inc. ("SET") investigated the subject property under the Wetlands Protection Act. This investigation revealed several areas to be investigated as potential resource areas on the property. The primary resource areas on or adjacent to the site are directly associated with the presence of the North River which rums its course approximately 35 feet north of the rear or northerly property line. The subject site is insulated from the river by the presence of a railway track bed. The resource areas associated with the North River include; Land Under Water Bodies ("LUWB") (10.56), Bank (10.54) and Bordering Land Subject to Flooding. The proposed project will not impact the LUWB. As identified in the 10.54 performance standards for LUWB "No alteration of water carrying capacity, water quality, fisheries breeding or cover or habitat will result from this project." �Do�4o� �a©d �o�©o� Da�ootlo4oa� II000 Activities proposed in the Bank area include construction of a maximum 6 foot box culvert with wingwall which will discharge stormwater at low velocity (2-3 fps) to the river edge. The total proposed disturbed area of bank is 15 linear feet or less. This proposal outfall is in compliance with the Bank Performance Standards (10.54(4)). Specifically, the outfall will not effect the stability of the bank or the water carrying capacity of the channel. Due to the engineered design of the stormwater system, including MC type catch basins and a oil/water separators, the project will not adversely effect surface and groundwater quality. The alteration of 15 feet or less of this bank will not impact breeding or habitat for fisheries. Finally, this is a typical urbanized river bank. Field investigation of the area identified no significant areas of wildlife habitat. Yet, the project remains below the allowable threshold of 10% allowable in the 310 CMR 10.54 Performance Standards. The proposed project is situated within the flood plain of the North River. This project has been designed to provide for compensatory storage of flood storage in compliance with the Performance Standards for Bordering Land Subject to Flooding (10.57(4)(a)). The project site was also assessed for the presence of Bordering Vegetated Wetland ("BVW") under 310 CMR 10.55 and Isolated Land Subject to Flooding (10.57 (1)(b)). Due to the isolating effect of the railway road bed, no areas of wetland vegetation were noted as contiguous with the North River resource aras. In fact, only one location on site was found to support a vegetative community with an excess of 50% wetlands identifier species. This . locale was identified as an abandoned railway spur located in the northwest corner of the property. This spur is depressed below grade and appears to retain precipitation and runoff and is completely isolated from the North River.. This area is dominated by cattails (TZpba spp) and reed (Mg 'tes connnmis). Although the area supports vegetation is capable of storing water, this area does not confine a volume of 1/4 acre foot of water (10.57(2)(b)) and is therefore not an Isolated Land Subject to Flooding resource area. An additional area of limited wetlands vegetation was found located adjacent to the railway track bed at the center of the northern property line. This area is isolated from the North River, does not store water and does not support a community of wetlands plants in excess of 50% cover. 012501(m 15@d 9MTMV Dambbag 2m. rj;nr The proposed Stop & Shop Facility will be heated by natural gas, which is available in Howley Street in Peabody. A store this size is anticipated to require 54000 cubic feet of gas annually. Electric services is similarly provided by means of an underground connection to the existing system on Howley Street, Peabody. The store is expected to have a daily requirement of 8500 kilowatts. Minimal change in energy requirements will occur on the Jeffers Lumber Corp. site. Noise The proposed Stop & Shop Supermarket on Howley Street in Peabody and Salem, Massachusetts will generate certain noise during the construction phase and subsequent operation of the store. During the construction phase of the project, the principal noise- generating activities include: demolition of the partial structures on-site, site grading, steel erection and building cladding, diesel truck traffic moving to and from the site, and construction vehicles operating on site. Noise impacts from the . construction machinery operating on site will be unavoidable temporary and variable in nature. In order to minimize such temporary noise impacts the following measures will be taken: .No explosives will be used for demolition. .Construction activity will take place during the normal working hours of 7 AM to 5 PM Monday through Saturday. .All noise-generating equipment to be used will be inspected to ensure that required mufflers are in place and in good working condition. The primary sources of operational noise will come from the rooftop equipment used to heat or cool the store and its product, and the delivery trucks parked at the loading docks. Baseline sound level readings have been measured at the nearest .property line and the nearest residence during a time (2 AM) when noise from the new store would be most noticeable. These levels were 41 dba and 39 dba respectively which is typical for a suburban location such as Howley Street and Boston Street. Future sound levels from the store will conform to the Massachusetts Department of Protection (DEP) noise regulations which limit the increase from a new source to 10 dba above existing levels. Typical sound reduction measures for the roof equipment include a •Baa4ow Iaod OMTNV IOOW95403� 21S. • parapet along the store roofline to shield adjacent residents, sound barriers around each piece of equipment, or factory- installed acoustical treatment packages. Truck deliveries to the store are expected to be minimal during the overnight period. However, one typical mitigation measure being investigated for this location is a sound absorbing panel arrangement across from the loading docks. In addition, the large grade difference from the loading docks up to the elevated residents will provide a natural berm helping to further reduce truck noise. Flora & Fauna The site provides a range of conditions, including a steep wooded slope in the south easterly portion of the property which supports a mixed decidous community of oak and maple. The balance of the property is urbanized and industrial land supporting a shrub layer of weeds and grasses. Due to the urban/industrial nature of the site, it is expected that the area would support a limited variety of fauna. These would include: rat, mouse, raccoon and opossum. Avian species observed on site are robin, pigeon, crow, sparrow and seagulls. • •L�aa4oQa Goa©d �op�o� oa�oo�aQoa� IloQo • MAN MADE ENVIRONMEPTP Land Use Existing land uses to the south of the site are residential, industrial and public (City of Peabody Cemetery). Existing land uses to the west of the site are commercial. Land to the northwest of the site is commercial, and land to the north of the site consists of the M.B.T.A. Trackage, and the North River. There are no existing or proposed public or common recreational areas within the proposed Stop & Shop or Jeffers lumber sites. The southwesterly corner of the site at the intersection of Main Street and Howley Street in Peabody has been reserved for a gateway between the cities of Peabody and Salem. Density Table 1 in a prior section of this document provides a complete tabulation of the proposed site characteristics. Zoning Current zoning designations for the site include Light Industry • and Central Business in Peabody and Industrial, Business B-2 and Residence R-2 in Salem. No activity is proposed within the R-2 portion of the site in Salem. The industrial and business portions of the Salem portion of the property are the topic of the PUD Application. Architecture The proposed Stop & Shop Facility is a one story steel framed masonry structure on a reinforced concrete slab. Wood and brick veneer treatments enhance the appearance of the front of the store. The height of the building is lower that the grade of properties to the south of the site, specifically, approximately 26 feet. The relocated and altered mill building on the Jeffers Lumber Corp. site will be a steel framed, stell walled building of one story height with a sloped roof. None of the proposed structures will significantly interfere with existing natural views. �aaQOPfill �aa�! �apoo9 aa�oo�o40� II©oo Landscaping for the Stop & Shop facility will consist of a treed buffer adjacent to Howley Street, landscaped islands within the parking lot and coniferous plantings along the boundary of residential properties to the south of the site. Details of proposed landscaping are shown on Sheet 6 of the Definitive Site Plan. Historic Buildings, Historical Sites and Archeological Sites There are no known historic buildings, sites or archeological sites within or adjacent to the site. •Baga(m Sao Ommy �2mmgogma hs. Refuse Disposal The Stop & Shop Facility will be expected to generate the following types and amounts of refuse on a monthly basis: Cardboard: 50 tons Rubbish: 33 tons Produce Waste: 10 tons Refuse is to be stored in compactor units to the east of the proposed building and picked up on a regular basis by private contractors. Minimal change will occur in existing solide waste generation on the Jeffers Lumber Corp. site. Traffic Facilities Proposed traffic impact assessment is discussed in a report by Robert D. Vanasse Associates, under separate cover. The proposed parking layout for the Stop & Shop Facility provides . 363 parking spaces, including 8 spaces for handicapped persons. Proposed parking characteristics on the Jeffers Lumber Corp. site provides twenty three parking spaces and two truck parking spaces. 0250agn G+and OMTNV InNI51mg IIaoo. COMMUNITY SERVICFS Schools No impact on the school population is expected as a result of the project. Recreation No recreation activity is planned on the site, since the use is solely commercial. Police Our investigation shows there will be adequate Police protection for the facility. Fire All requirements of the fire code will be met. A fire flow in excess of 3000 gallons per minute is available in Howley • Street. Public Works Howley Street, which will be the main entrance and exit, to the Stop & Shop site is a public way. Maintenance is planned so that the way will adequately serve the site. Boston Street, which will be the main entrance and exit to the Jeffers Lumber Corp. site, is also a public way. •a�QoQo L+and �opoca� Da�oo�a�o� II©oo • HUMAN CONSIDERATIONS Parks-Recreation The development will not impact on any publicly held property in the vicinity. Public Health The development will have no adverse effect on public health. Rodent extermination, in accordance with all applicable regulations, will be practiced prior to commencement of site demolition or earthmoving activities. As previously discussed, both facilities will be connected to the municipal water supply and wastewater disposal systems. All solid waste generated on site will be stored in closed containers and picked up by prviate collectors. Aesthetics and Visual Impact The development of the proposed Stop & Shop Facility will result in a more built up environment than presently exists on the site. Fire ravaged remains of former buildings will be demolished and • removed and various remnants of past uses will be taken from the site. The proposed use will result in a neighborhood supermarket facility, maintained by a responsible owner who is sensitive to the surrounding area. �aQQOPCtII �+and �aQaa� ���oo�a4oa� IIn�o • FLOOD STORAGE SUMMARY Portions of the proposed development in Peabody and Salem have been designated flood zones by the United States Department of Housing and Urban Development, through the national flood insurance program, and depicted on flood insurance rate maps that have been adopted by the City of Peabody and the City of Salem. To build new projects in (Zones "A") which are commonly known as 100 year flood zones, compensatory flood storage must be provided. These "A" Zones areas are given an elevation of which it is expected that the water may flood to that level once in a 100 years. To construct a building or put material on site at a level below the 100 year flood elevation an equal _ amount of contiguous material must be removed from a portion of the site at these same levels. The portion of the site lying in Peabody below elevation 12 is in the 100 year flood plain while that portion of the site lying below elevation 11 in the Salem portion is within the 100 year . flood plain. The proposed site plan has been graded in a manner such that for each 1 foot level of existing storage in the existing condition, equal or greater volume of flood storage will exist on the site subsequent to construction. �aa4o� G+a©d gmnw � oo�a4oa� II000 ATTACHMENT D DRAINAGE CALCULATIONS r r . r 1� r JOB S1UG E` S�-10P EASTERN LAND SURVEY ASSOCIATES, INC. SHEET NO. OF a Christopher R. Mello PLS o ' 40 Lowell Street CALCULATED BY DATE - PEABODY, MASS. 01960 (508) 532.8121 CHECKED BY DATE ' SCALE .. . .... . .. 'Q V.w.<J Fr. eGLGJL�'i � C' �-aS PO.CL _. iZ0 "71 .ot S%-It - ' ..TCvuoFr _u-e,-rE = 34,5v.10 of 7-me, C- Nfj*4A �. FGRrnQ }a�crv=Vtxc f—aI? � f � S ?� LS�r? o.a mn.� wskJC, O�zrnutca \1/ = N. 4�, 5vZ 2t'3 .: ..I vh co.-L„N Q, ��. FF l L-1Nc�*4 pCtoP0t, S'7te0t-tUR S O.Q13 1, srnoo��= cctiCC � 'TE SJR�'�1C ��_ ;4-TC '5aG15T0.4 Z I -Tc = L A, IC501 o t p 5= o 0 7- 1 .. . o.� I = � • `18 CPS _ c- ��,����,�®<.Gs.Yo boLieParAp/10LLFH mLS® TDB `�)-TcP E� SHOP 1�:S1 A 11 EASTERN LAND SURVEY ASSOCIATES, INC. SHEET NO. z O ' Christopher R. Mello PLS 40 Lowell Street CALCULATED BY u r+ DATE PEABODY, MASS. 01960 (50E) 531•8121 CHECKED BY DATE ' SCALE c c4nc44 f��bS+� f To -17fzc , N YYl /t.N L'CP_E PhC I C =.. . . �ogxLn- I _ (4.g1�0 Q e� = 5 , � d cFS oil = d . .o`'y FPS ... . ... .. 71rb CFS-%Pun' .4 'K�L+N:.:G^-t 3 ZO_.�.. 1� R41 w1 _.. ._.. `rYd.y L`CLE ? E co C4 'I A5S%rrn6o ....N-lw7 -cz"46, -7W ' W P 4 +... S CON 21 3 I2S..�j FPS z.Soj K3, C. = .9 ..3zcS .... nimLerm.,a.wael�,Arn®:k-�.Wemni.raownaemumaimgao ' JOB STov f. StAvp 61'jl4i EASTERN LAND SURVEY ASSOCIATES, INC. SHEET NO, OF ' Christopher R. Mello PLS 40 Lowell Street CALCULATED BY %A ley,\ DATE -3- %6-9 3 PEABODY, MASS. 01960 (508) 531-8121 CHECKED BY DATE SCALE GR�cH 9gSp �1 j TO II ..... ._... A}2Eq. At _ \�4YIt .. Tom` �o ,�,� '� = 1;_�"/►•��.e IGk 2. 4 'l c7s I 0\-3 3:5Z _ FrS GN •765 x_ _3•5z 7,11 cFS. IC.A -Tc.i .. S3s.S ,y 1 To Sox cvtvscz-c . _ )�a .9) (.g� = Z SI cis 01 ...... N-z 1.AO� Y ag 'It = Z MOW 00aftim 0W®<e..om..tr mo to ma tm7am ' JOB—S-TOP yP 6y!) EASTERN LAND SURVEY ASSOCIATES, INC. SHEET NO. 4 ov 4 Christopher R. Mello PLS ' 40 Lowell Street CALCULATED V-- ALA DAB PEABODY, MASS. 01960 cNEaEDer (508) 531-8121 DATE SCALE 7MN Z -70 ' QAJiFIow _..= 1�,•3 cFS C6. � W10E _.. GGi. CO,C1E `.307 CV LV is2R : ....... _ .. ... LSSl1ti'Y1.6o :. 'D 6P �L ,o� F.LO � - � •��...... _.. .C.. w.P = �•e• • o )7� � 5.6 3.ojT1 FPS _ 4."t) cps I I I I I ........ II .... 'A�II.T�fIbp 6YplgYlIM11E�®2l.�6R Ike OM1 iaPM AG[10LLNH iZD}ba0 � � �� �� I Quick TR-55 Version: 4. 04 S/N: 8701109E Page 1 of 5 TR-55 TABULAR HYDROGRAPH METHOD Is Type III Distribution (24 hr. Duration Storm) Executed; 03-18-1993 15:40:08 Watershed File --> C:8131A .WSD Hydrograph File -- C:8131A . HYD 10 year runoff from back portion of site >>>> Input Parameters Used to Compute Hydrograph <<<< ----------------------------. . ._..... ------------------------_------------------------- Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) ( in) ( in) input/used ------------------------------------------------------------------------------- 1 2. 50 S5. 0 0. 30 0. 00 4.80 3. 18 . 07 . 10 .------------------------------------------------ -------------------------------- Travel tine from subarea outfall to composite watershed outfall point . Total area = 2. 50 acres or 0. 00391 sq. mi Peak discharge = 6 cfs Computer Modifications of-Input Parameters <i<< ---------,r w- Input Values Rounded Values Ia/p Subarea Tc * Tt Tc Tt Interpolated Ia/p Description (hr ) (hr ) (hr ) (hr ) (Yes/No) Messages ----------------------------------._...-------------- ------------------------------ 0. 30 L.----------------G---------- No Computed Ia/p < . 1 -------**-------**---------------------------------- * Travel time from subarea :_,utfall to composite watershed outfall point . * Tc & Tt are available in the hydrograph tables. 1 i I I� I i IQuick TR-55 Version: 4.04 S/N: 87011096 Page 2 of 5 '• TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-18-1993 15:40:08 Watershed File --> C:8131A .WSD Hydrograph File --> C: 8131A . HYD I10 year runoff from back portion of site >> Summary of Subarea Times to Peak Time to Peak at Peak Discharge Composite Outfall Subarea Lcfs) (hrs) ------- ------------ 1 ---------- ----1--4- Composite Watershed 6 12. 4 I� 1 . 1 1 Ir 1 i ' ick TR-55 Version: 4.04 S/N: 87011096 Page 3 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) ' -- Executed: 03-18-1993 15: 40:08 Watershed File C: 8131A .WSD Hydrograph File --> C:8131A .HYD ' 10 year runoff from back portion of site 1 ---------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-- 1. 0 0 1 1 2 4 5 6 otal (cfs)---------0------v------i------i------`------2------ ------J------6 - 10---------=----------------------------------------------------------------- Subarea 12.5 12.6 12. 7 12. 6 13. 0 13. 2 13. 4 13. 6 13. 6 ' Description -------hr-----hr hr hr hr hr hr hr hr------------ ------ ------ ------ ------ ------ ------ ------ -- 6 4 3 3 i i i l i -------------------------------------------------------------------------- otal (cfs) 6 4 3 3 1 1 1 1 1 f ------------------------------------------------------------------------------ Subarea 14.0 14. 3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 Description hr hr hr hr hr hr hr hr hr 'i-------------------1------i------1------ ------0-----0-----0-----0------0-- ------------------------------------------------------------------------------- otal (cfs) 1 1 1 0 . 0 0 0 O 0 ' ------------------------------------------------------------------------------ Subarea 18.0 19.0 20.0 22.0 26.0 Description -_- hr---- hr-----hr-----hr hr ----- - 1 --------0------0-----0------0------0 ------ ------------------------------ fal (cfs) 0 0 0 O 0 I i i � Ock TR-55 Version: 4.04 S/N: 8701109E Page 4 of 5 TR-55 TABULAR HYDROGRAPH METHOD ' Type III Distribution (24 hr. Duration Storm) Executed: 03-18-1993 15:40:08 ' Watershed File --> C: 8131A .WSD Hydrograph File --> C:8131A . HYD 10 year runoff from back portion of site Time Flow Time Flow ' (h s)-------(cfs) (hrs) (cfs) ------- 11 .0 O 14.8 0 ' 11 . 1 0 14.9 0 11 .2 0 15.0 0 11 . 2 0 15. 1 0 11 . 4 0 15.2 0 ' • 11 .6 1 15. 4 0 11 . E 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 2 15.9 O 12. 2 4 16. 0 0 12.3 5 16. 1 0 12. 4 6 16. 2 0 ' 12.5 6 16.3 O 12.E 4 16. 4 0 12.7 3 16.5 0 ' 12.8 3 16.6 O 12.9 2 16.7 0 13.0 1 16.8 0 13. 1 1 16.9 0 ' 13.2 1 17.0 0 13.3 1 17. 1 0 13.4 1 17.2 0 ' 13.5 1 17.3 0 13.E 1 17.4 0 13.7 1 17.5 0 ' 13.8 1 17.6 0 13.9 1 17.7 0 14.0 1 17.8 0 • 14. 1 1 17.9 0 ' 14.2 1 18.0 0 14.3 1 18. 1 0 14.4 1 18.2 0 ' 14.5 1 18.3 0 14.6 1 18•4 0 14.7 1 18.5 0 u:ck TR-55 Version: 4. 04 S/N: 87011096 Page 5 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) ' Executed. 03-18-1993 15:40:08 Watershed File --> C:8131A .WSD Hydrograph File --> C: 8131A HYD ' 10 year runoff from back portion of site ' Time Flow Time Flow (hrs) (cfs) (hrs) (r_ fs) ----------------- ---------------._._ ' 18. E 0 22. 4 0 18. 7 0 22.5 0 18.8 0 22.6 0 ' 18. 9 O 22. 7 O 1' '.0 0 22.8 0 19. 1 0 22. 9 0 ' 19. 2 0 23. 0 0 • 1 T. ^ 0 23. 1 0 19.4 O 23. 2 0 19.5 0 23. 3 0 ' 19. 6 O 23.4 0 19.7 0 23. 5 0 19.8 0 23. 6 0 ' 19. 9 0 23. 7 d 20.0 0 23. 8 0 20. 1 0 23. 9 0 20.2 O 24.0 0 ' 20. 3 0 24. 1 0 20. 4 0 24.2 0 20.5 0 24.3 0 ' 20. 6 0 24. 4 O 20. 7 0 24. 5 0 20.8 0 24.6 O ' 20. 9 0 24.7 0 21.0 O 24.8 O 21 . 1 0 24.9 0 21.2 0 25.0 0 ' 21 .3 0 25. 1 0 21.4 0 25. 2 0 21.5 0 25.3 0 r 21 . 6 0 25. 4 0 t 21. 7 0 25. 5 O •' 21. 0 25. 0 21.9 O 25. 7 0 22.0 0 25. 8 0 22. 1 0 25.9 0 22.2 0 ' 22. 3 0 i tuick TR-55 Version: 4. 04 S/N: 87011096 Flow (cfs) 0.0 1 .0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9. 0 10.0 11.0 1 1.7 1 1 - 1 11 . 8 1 1. 9 1 � 2.0 -1 + 1 1 12. 1 - 1 ' 2. 2 1 12. 3 +� 1 12. 4 - 1 2. 5 - 1 I 12. - 1 . i �7 ^ - 1 2.9 1 1 - 1 - 1 3.0 -1 13. 1 i ' 3.2 -1 1 i 13.3 1 3.4 +�- 1 1 � �3.5 - 1 1 6 rl• 1 1 ' 3c7 -i i 13.8 -1 1 3.9 +: P TIME (hrs) * Hydrograph file ---> G:8131A .HYD Qmax = 6. 0 cfs i . POND-2 Version: 4.03 Page 1 of 6 S/N: 88020791 ' * back area of building + :r iiFdFdFiE lFik k#i:9E#3F]F{FlF1F{FiFdFIF dF1FIFiFiFi(iF EXECUTED 03-18-1993 15:45:41 Disk Files: C:NEWPOND . PND p C:8131A .HYD INITIAL CONDITIONS ' Elevation 6.20 ft Outflow 0. 0 cfs ' GIVEN FOND DATA COMPUTATIONS -•----------------------------- ------- !ELEVATIONI OUTFLOW 1 STORAGE 1 2S/t + C 1 ' t --(ft )--- 1 (cfs) -1 (ac-ft ) I ----- 1 ------- 1 ---Ccfs)---1 ----Ccfs) - ---- 1 1 6. 20 1 0. 0 1 0. 00 1 1 0.0 1 0. 0 1 ' 1 7.00 1 1 . 6 1 0. 04 1 1 9. 7 1 11 . 3 1 ' 1 S. 00 1 4. 2 1 0. 36 1 1 97. 1 1 91 . 3 1 1 8. 50 5. 0 1 1.08 1 1 261 .4 1 266. 4 1 1 9. 00 1 5.7 1 1.99 1 479.2 1 484. 9 1 ' ------------------------------ -------------------------- Time increment (t) = 0. 100 hrs. I :.POND-2 Version: 4.03 SIN: 68020791 Page 2 of 6 on d File: C:NEWPOND .PND EXECUTED: 03-18-1993 Inflow Hydrograph: C:8131A .HYD 15:45:41 Outflow Hydrograph: C:NEWPOND . HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS ----------------- ------------------------------------------------------ 1 TIME 1 INFLOW ; ; I1+I2 1 2S/t - 0 ; 2S/t + 0 : OUTFLOW ;ELEVATION : (hrs) 1 (cfs) ; 1 (cfs) (cfs) ; (cfs) 1 (cfs) : (ft ) 1 --------'-------- ' - 11 .000 ; 0. 0: ; ----- ; 0.0 1 0. 01 0. 0 : 6.20 ' 11. 100 ; 0.0; 1 0. 0 ; 0.0 : 0. 01 0.0 : 6. 20 11 .200 : 0.0 : : 0.0 : 0.0 ; 0. 01 0. 0 1 6.20 : 11.300 1 0.01 1 0.0 1 0.0 1 0. 0; 0. 0 : 6. 20 1 1 . 11.400 ; 0.01 1 0. 0 1 0. 0 1 0. 0: 0. 0 1 6.20 1 11. 500 1 1 . 0 : : 1. 0 : 0.7 : 1 . 01 0. 1 ! 6. 27 1 11 . 600 ; 1 . 01 : 2. 0 1 1 . 9 1 2. 7 : 0.4 : G. 39 : 11 . 700 1 1.01 ; 2.0 1 2.8 ; 3.9 : 0. 6 1 6. 48 1 ' 11 . 800 1 1 . 0 ; : 2. 0 ; 3.5 : 4. 8; 0. 7 : 6. 54 11 . 900 : 1 . 01 2. 0 ; 3.9 1 5.5; 0. 8 1 6. 59 1 12.000 : 2. 0: 1 3. 0 : 4.9 : 6. 9: 1.0 : G.69 1 ' 12. 100 1 2. 0 ; : 4. 0 1 6.4 : 8. 91 1 .3 : 6.83 : 12. 200 1 4. 01 1 6. 0 : 9. 1 1 12. 41 1 . 6 1 7. 01 1 12. 300 1 5. 0 : ; 9. 0 ; 14.5 ; 18. 1 : 1. 8 1 7. 09 1 12. 400 1 6. 01 : 11. 0 : 21 .4 1 25.5: 2. 1 1 7. 18 1 500 : 6.01 12. 0 1 28. 7 1 33.4 : 2. 3 : 7.28 : ` .GOO : 4. 01 ; 10. 0 ; 33. 7 : 38. 7 : 2.5 1 7. 34 1 : 12.700 : 3. 0; 1 7.0 : 35. 6 ; 40. 7 : 2. 6 : 7. 37 : 12.800 1 3.0: ; 6. 0 : 36. 5 1 41 . 61 2.6 : 7. 38 12. 900(�1, 1 2.0 : ; 5. 0'` 1 36. 3 ; 41 . 51 2.G : 7. 38 1 13. 000 1 1. 01 : 3. 0 1 04. 3 1 39. 31 2.5 1 7.35 1 113. 100 : 1 .0 ; 2. 0 ; 31 .5 1 36. 3: 2.4 1 7.31 13. 200 1 1 .0 : 1 2. 0 1 28.8 : 33. 5: 2. 3 1 7.28 1 1 13.300 1 1 . 0: 1 2. 0 1 26.3 1 30. 81 2.2 ; 7.24 : : 13.400 1 1. 0; : 2. 0 1 24.0 1 28. 3: 2.2 ; 7.21 1 ' 13.500 1 1.0: 1 2.0 1 21.9 1 26.0; 2. 1 1 7. 16 : 13.600 1 1 . 0: : 2.0 1 19.9 1 23.9: 2.0 1 7. 16 1 : 13.700 1 1. 0: : 2.0 ; 18.0 : 21 .91 1 .9 1 7. 13 1 13.800 1 1.0; : 2. 0 1 16.2 1 20. 0: 1.9 1 7. 11 1 13.900 1 1.0: : 2. 0 1 14.6 1 18.2: 1 .8 1 7. 09 : 1 14.000 1 1 .0: 1 2.0 1 13.0 1 16.6: 1.8 1 7.07 1 14. 100 1 1 .0: 1 2.0 1 11.6 : 15.0: 1. 7 1 7. 05 1 14.200 1 1.01 1 2.0 : 10.2 : 13.61 1.7 : 7.03 14.300 1 1.0! 1 2.0 ; 9.0 : 12.21 1.6 ; 7.01 1 1 14.400 1 1.01 1 2.0 1 7.9 : 11.0: 1.6 1 6.98 : ' 14. 500 1 1.0; 1 2.0 1 7. 1 1 9.9: 1.4 1 6.90 1 14.600 : 1.01 1 2.0 1 6.5 : 9. 1 : 1. 3 ; 6. B4 1 14.700 : 1.0: 1 2.0 1 6. 1 1 8.51 1.2 1 6.80 : '' 14.800 1 0.01 1 1.0 : 5. 1 1 7. 11 1. 0 : 6.70 1 14.900 1 0.0: 1 0.0 : 3.6 1 5. 11 0.7 : 6.56 1 1 15.000 ; 0.0 : ; 0.0 : 2.6 1 3.61 0.5 : 6.46 1 100 1 0. 0: : 0.0 ; 1 .9 1 2.6 : 0.4 1 6.38 1 '41.200 ; 0. 0: 1 0.0 1 1.3 : 1.9; 0.3 1 6.33 1 15.300 ; 0.0: 0.0 ; 1.0 : 1.3: 0.2 : 6.29 1 1 15.400 1 0.0: 1 0.0 1 0.7 1 1. 01 0. 1 1 6.27 1 ' ----------------- ------------------------------------------=----------- POND-2 Version; 4. 02 S/N: 88020791 Page 3 of 6 &d File: C:NEWPOND .PND EXECUTED: 03-18-1993 Inflow Hydrograph: C:8131A HYD 15:45. 41 Outflow Hydrograph: C:NEWPOND .HYD INFLOW HYDROGRAPH -----------------ROUTING COMPUTATIONS ----------------- ------------------------------ 1 TIME : INFLOW 1 I1+I2 1 2S/t - 0 : 2S/t + 0 : OUTFLOW :ELEVAT.IONM . (hrs) , (cfs) i 1 (cf-) Cc (cis) 1 (cf$) ''"1' ' ('ft )' f -- 1 1 15.500 1 0.0 : 1 0.0 : 0. 5 1 0.71 0. 1 1 6. 25 : 15.600 : 0.0: 1 0. 0 1 0.4 : 0.5: 0. 1 1 6.23 1 15.700 : 0. 01 : 0.0 1 0.3 1 0.41 0. 0 : 6. 22 1 15.800 1 0.01 1 0.0 : 0.2 1 0.31 0.0 1 6. 22 1 15.900 1 0.0 : : 0.0 1 0. 1 1 0. 21 0. 0 : 6.21 : � 1G. 000 : 0.0 : : 0.0 1 0. 1 : 0. 1 : 0.0 : 6. 21 : . 16. 100 : 0. 0 : : 0. 0 : 0. 1 : 0. 1 : O. U _ : 6. 21 : : 16.200 : O. O: 1 0. 0 1 0. 0 1 0. 1 : 0.0 : Fs.z0'',.', , ' 16. 300 1 0. 01 1 0. 0 1 0. 0 : 0.01 0. 0 : 6. 20 1 16. 400 : O. O: 1 0.0 1 0.0 1 0. 0 : 0.0 : 6. 20 : 1 16.500 : 0. 01 1 0. 0 1 0. 0 1 0. 0: 0. 0 1 6.20 1 16.600 1 0. 0 : : 0.0 : 0. 0 : 0.0 : 0. 0 : E. 210 1 16. 700 1 0. 0 : : 0. 0 1 0. 0 1 0.0: 0. 0 : 6. 20 1 16. 300 : 0.0: 1 0. 0 : 0.0 : 0.0 : 0.0 : 6.20 : 1 16.500 : 0. 01 : 0. 0 : 0.0 : 0. 0 : 0.0 1 6. 20 1 7. 000 : 0. 01 : 0.0 : 0.0 : 0.01 0. 0 : 6. 20 1 . 100 1 0. 01 1 0.0 : 0. 0 : 0.0: 0. 0 : 6.20 : 1 17.200 1 0. 0 : : 0. 0 : 0. 0 : 0. 0: 0. 0 1 6. 20 1 ' 17. 300 1 0. 0 : 1 0.0 : 0. 0 1 U. O: O. 0 : 6. 20 : . 17. 400 1 0. 0 : : 0. 0 : 0.0 : 0.01 0. 0 : 6.20 : : 17. 500 1 0. 0 : 1 0. 0 : 0.0 1 0. 0: 0. 0 : 6.20 1 17. 600 : 0. 0: 1 0.0 : 0. 0 : 0.0: 0.0 : 6. 20 1 17. 700 1 0.01 : 0.0 : 0.0 : 0.0: 0.0 : 6.20 : 17. 800 : 0. 0 : 1 0.0 1 0.0 1 0. 0: 0.0 1 6. 20 1 : 17.900 1 0. 0: 1 0. 0 : 0. 0 : 0. 01 0.0 : 6. 20 1 ' 18.000 : 0. 0: 1 0.0 : 0.0 : 0.01 0.0 : 6.20 1 18. 100 : 0. 0: : 0.0 : 0.0 : 0.0 : 0. 0 1 6.20 1 1 18. 200 1 0.0 : 1 0.0 1 0.0 : 0. 0: 0.0 1 6.20 1 18.300 1 0.0 : : 0. 0 1 0.0 : 0.0: 0.0 1 6.20 : 18.400 1 0.0: 1 0.0 : 0.0 : 0.0: 0.0 6.20 .1 '18.500 1 0. 01 1 0.0 1 0.0 : 0.0: 0.0 : 6.20 1 : 18.600 1 0.01 1 0.0 1 0.0 : 0.0: 0.0 : 6.20 1 18.700 : 0. 0: 1 0.0 : 0.0 : 0.01 0.0 1 6.20 1 18.800 1 0. 0 : 1 0.0 : 0.0 : 0.01 0.0 1 6.20 1 : 18.900 : 0.0 : 1 0.0 : 0.0 1 0.0: 0.0 : 6.20 1 19.000 1 0.01 1 0.0 1 0.0 1 0.01 0.0 : 6.20 1 19. 100 : 0.01 1 0.0 : 0.0 1 0.01 0.0 : 6. 20 1 19.200 1 0.01 1 0.0 : 0.0 1 0.0: 0. 0 1 6.20 1 19. 300 : 0.0: 1 0.0 : 0.0 : 0.0: 0.0 1 '6.20 . 19.400 1 0.0 : 1 0.0 : 0.0 : 0.0: 0.0 : 6. 20 1 19.500 1 0.0: 1 0. 0 : 0.0 : 0. 01 0.0 1 6.20 : 9.600 1 0.0: 1 0.0 1 0.0 : 0.01 0.0 : 6.20 : 9. 700 : 0. 0 : 1 0.0 : 0. 0 : 0.0 : 0.0 1 6.20 , 19.800 : 0.0 : 1 0.0 1 0.0 : 0.0: 0.0 1 '5.20 . 1 19.900 1 0.0: 1 0. 0 1 0.0 1 0.0: 0.0 : 6.20 : 20_000 : 0 '-----0_0 1 0.0 1 0.0: 0.0 : 6. 20 : ---------- _0, ---------------------------------------------- '.P D-2 Version: 4. 03 S/N: 88020791 Page 4 of 6 d File: C:NEWPOND .PND EXECUTED: 03-18-1993 ' Inflow Hydrograph: C:8131A .HYD 15:45:41 Outflow Hydrograph: C:NEWPOND .HYD INFLOW HYDROGRAPH ------ROUTING COMPUTATIONS --------------- ----------- ------------------------------ 1 TIME 1 INFLOW i I1+I2 ! 2S/t - 0 1 2S/t + 0 OUTFLOW : ELEVATION ! (hrs) : (cfs) i ! (cfs) ' (cfs) i (cfs) ! (cfs) 1 (ft) !-------- ' -------- ' - -- ' ----------- '-----------' -------- ' --------' 20. 100 1 0.0: ! 0. 0 i 0.0 ! 0.0! 0.0 1 6.20 ! 20. 200 1 0.0: i 0.0 i 0.0 ! 0.01 0.0 : 6.20 ! t20. 300 : O.Oi i 0.0 i 0.0 i 0.0: 0.0 : 6. 20 ! 20. 400 1 0.0: : 0.0 : 0.0 : 0.0! 0.0 1 6.20 : : 20.500 ! 0.0: i 0. 0 : 0.0 i 0. 0: 0. 0 1 6. 20 : 1 20. 600 1 0.0 : i 0. 0 0. 0 : 0.0! 0. 0 : 6. 20 1 20. 700 O. 0i : 0. 0 : 0. 0 : 0. 0! 0. 0 ! 6. 20 : 20.800 : 0.0 ! : 0. 0 0.O i 0.0 ! 0. 0 i 6. 20 1 20. 900 1 0. 0 ! : 0. 0 ! 0. 0 : 0. 0 : 0. 0 I 6. 20 : 21. 000 ! 0.0 : : 0. 0 : 0.0 i O. Oi 0. 0 : 6.20 : ! 21. 100 : 0.0: : 0.0 i 0.0 ! O.Oi 0. 0 : 6. 20 : t21 . 200 : 0.0: ! 0.0 i 0.0 i 0.0: 0. 0 : 6.20 : 21. 300 1 0. 0: : 0.0 : 0.0 i 0.0 : 0.0 G. 20 1 , 21 . 400 1 0.0 ! i 0. 0 ! 0. 0 : 0.0: 0.0 : 6. 20 1 1 21.500 : 10. 0 : : 0. 0 : 0. 0 : 0.0: 0.0 : 6.20 1 0600 1 0. 0 : : O.0 I 0.0 I 0.0 : 0.0 i 6. 20 1 . 700 1 0. 0 : 1 0. 0 i 0. 0 : 0. 0 : O. 0 ! 6. 20 : 1 21 . 800 : 0. 0: i 0.0 : 0. 0 1 0. 0: 0. 0 : 6.20 ! 21. 900 1 0. 0: 1 0.0 : 0.0 : 0. 0 : 0. 0 i 6.20 : 22. 000 : O. Oi i 0. 0 : 0. 0 : 0.0! 0.0 : 6. 20 : ! 22. 100 1 0. 0 : i 0. 0 : 0. 0 : 0. 0 : 0.0 : 6.20 1 22.200 ! 0.0i : 0.0 : 0.0 1 0.0! 0. 0 : 6. 20 : � 22. 300 : 0.0; ! O. 0 ! 0. 0 1 0.0 ! 0.0 ! 6. 20 ! . 22.400 1 0.0: : 0.0 i 0.0 1 0.0: 0.0 i 6.20 : 1 22.500 1 0.0: ! 0. 0 : 0.0 i 0.0 ! 0.0 : 6.20 1 22.600 1 0.0: 1 0.0 1 0.0 : 0.0: 0.0 : 6. 20 1 22.700 1 0.0: ! 0.0 i 0.0 : O.0! 0. 0 i 6.20 1 i 22.800 : 0.0: : 0.0 : 0.0 : O.0: O.0 : 6.20 : ' 22.900 : O.0: i 0. 0 ! 0.0 : O.0! 0.0 : 6.20 1 Is23.000 1 0.0: i O.0 : O.0 1 0.0! 0.0 1 6.20 1 23. 100 1 0.0: : 0. 0 ! 0.0 i 0.0; 0.0 i 6.20 1 1 23.200 1 0.01 1 0.0 ! 0.0 : 0.0: 0. 0 : 6.20 : 23.300 : 0.0! 1 0. 0 : 0.0 : 0.0: O.0 1 6.20 1 23.400 1 O.0i i 0.0 : 0.0 i 0.0: 0.0 i 6.20 1 1 23.500 1 0.0! ! 0. 0 : 0.0 ! 0.0: O.0 1 6. 20 1 23.600 1 O.0i ; 0.0 : 0.0 1 0.0! 0.0 : 6. 20 i 23.700 1 0.01 i O.0 : 0.0 : O.0: 0.0 1 6.20 : 23.800 1 0.0! i O.0 : 0.0 i O.0! 0.0 : 6.20 1 23.900 1 O.Oi i 0. 0 : 0.0 i 0.0: 0.0 : 6.20 : 24.000 1 0.0! i 0.0 i 0.0 : 0.0! 0.0 : 6. 20 1 100 1 0.0! 1 0. 0 i 0. 0 : 0.0: 0.0 i 6. 20 1 ! 200 1 0.0: ! 0.0 i 0.0 ! 0. 0: 0.0 i 6.20 ! 300 : 0.0! i 0.0 i 0.0 i 0. 0! 0.0 : 6.20 ! 24. 400 1 0. 01 i 0.0 : 0.0 i 0.0! 0.0 : 6.20 : 1 24.500 1 0.0: : 0.0 i 0.0 i 0.0! 0.0 1 6.20 ! 24.600 : 0.0 : i 0.0 1 0.0 1 0. 0: 0.0 : 6. 20 : ' ---------------- ------------------------------------------------------ OND-2 Version: 4. 03 S/N: 88020791 Page 5 of 6 and File: C:NEWPOND .PND EXECUTED: 03-18-1993 Inflow Hydrograph: C: 8131A .HYD 15:45:41 Outflow Hydrograph: C:NEWPOND .HYD INFLOW HYDROGRAPH -----------------ROUTING COMPUTATIONS ----------------- ------------------------------- 1 TIME : INFLOW 1 1 I1+I2 ; 2S/t - 0 : 2S/t + O : OUTFLOW :ELEVATION : (hrs) 1 (cfs) : : (cfs) (cfs) i (cfs) : (cfs) : (ft ) : -------- --------' - -- ' --- ---'-----------' ---------' : 24.700 1 0.0: : 0.0 : 0.0 : 0.0: 0.0 : 6.20 1 I24.800 1 0.01 1 0.0 : 0.0 1 0. 0: 0.0 : 6.20 1 24.900 1 0.01 : 0.0 : 0.0 : 0.0: 0.0 1 6.20 : 25.000 1 0.01 : 0.0 : 0.0 : 0.0! 0.0 : 6.20 : 1. 25. 100 1 0. 01 : 0.0 1 0. 0 1 0.01 0.0 1 6. 20 1 25. 200 : 0. 0 : 1 0. 0 : 0. 0 : 0. 0: 0. 0 1 6.20 : 25. 300 : 0. 0; : 0. 0 ; 0. 0 : 0. 0 ; 0.0 1 6.20 1 - : 25.400 1 0. 0; 1 0. 0 : 0. 0 : 0.0: 0.0 : 6. 20 1 25.500 1 0. 0: : 0. 0 : 0.0 ; 0.0 : 0.0 1 6.2C 1 1 25. 600 1 0.0 : : 0. 0 0. 0 1 0.01 0. 0 : 6.20 1 : 25. 700 1 0.0 : 1 0.0 1 0.0 1 0.0: 0.0 : 6. 20 1 125. 300 1 0.0: 1 0.0 1 0.0 1 0.0: 0. 0 : 6.20 1 1 25.900 : 0. 0 : ; 0.0 1 0. 0 1 0.0: 0. 0 : 6.20 1 ----------------- ------------------------------------------------------ Peak Inflow 6. 0 cfs Peak Outflow 2. 6 cfs Peak Elevation = 7. 38 ft 1 I I i I� f i . POND-2 Version: 4. 03 S/N: 88020791 Page 6 of 6 Pond File: , C:NEWPOND .PND Inflow Hydrograph: C:8131A .HYD Outflow Hydrograph: C:NEWPOND .HYD ' - EXECUTED: 03-18-1993 Peak Inflow 6.0 cfs 15:45:41 Peak Outflow 2.6 cfs Peak Elevation = 7. 38 ft ' rlow Ccfs7 0.0 1.0 2.0 3.0 4.0 5.0 6. 0 7.0 8.0 9.0 10.0 11.0 1.7 x x 1. 8 - x +: i x 11.9 x 2. 0 -1 x i x i 2. 1 -1 x *' i x X 12.2 - i x x ' - x i Y. 12.4 - 1 x i x 12.5 - i x i x M '2. 6 -1 x I x 2.7 -7 x x +� ' 2.8 r, x 12.9 -1 +� x * x 3.0 x * x C.2 . 1 +� x x -t r. +: x [3.3 * x +� x 13.4 x 1 +: x `3.5 x * x 1. -1 +: x 1 * x 3.7 -1 +: x * x 3.8 x * x (3.9 -1 * x TIME ►�J �\ � � � � IATTACHMEW E • VOLUME CALCULATIONS I I • I I I EASTERN LAND SURVEY ASSOCIATES, INC. JOB Pczorosso s-TOR E S40P FEi1 1 A Christopher R. Mello PLS SHEET NO, OF 1 104 Lowell Street CALCULATED BY -111m DATE '�-11e-93 PEABODY, MA 01960 • (508) 531-8121 CHECKED::BA�Y G3 DATE SCALE lS.GV 15 Ev A-11- L4-QS Staffn*+1i>R�( - Ex1ST1NC� cz Q01-I .ON$... _.. 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Christopher R. Mello PLS SHEET NO. of 40 Lowell Street CALCULATED BY -►"Y DATE 3-rs-c(5 t PEABODY, MASS. 01960 . _ . q ". (508) .531-8121 CHECKED BY CCr� DATE v :... 11. -7 .. SCALE IGfiMISG.n 4-Zd-9S f...A - \�\ \/\ » *« ~ )» � �{\ \Ds \2 \��\ ATTACHMENT F RESOURCE AREA DESCRIPTION The property was assessed by Sommer Environmental Technolo- gies, Inc. ("SET") with respect to the Wetlands Protection Act (M.G.L. Ch. 131, s40) ("WPA") and its regulations 310 CMR 10. 00. The WPA requires that certain wetlands, ponds, streams, and adja- cent areas are to be protected as "resource" areas. Bordering vegetated wetland is defined as an area where over 50% of the plants are wetlands indicator species. Stream banks and areas subject to periodic flooding are also protected. The property in_auestion is located"on Boston Street, : Salem, and' : 'Rowley Street, Peabody, Massachusetts. On several occasions in April and May of 1§94, Mr. Paul Sommer of SET investigated the subject property under the WPA. This investigation revealed several areas to be investigated as potential resource areas on the property. The primary resource areas on or adjacent to the site are directly associated with the presence of the North River include; Land Under Water Bodies ("LUWB") (10. 56) , Bank (10. 54) and Bor- dering Land Subject to Flooding (10. 55) . The proposed project will not impact the LUWB. As identified in the 10.54 performance standards for LUWB "No alteration of water carrying capacity, water quality, fisheries breeding or cover or habitat will result from this project. " Activities proposed in the Bank area include construction of a 6-foot open channel with wingwalls which will discharge stormwater at low velocity (2-3 cfs) to the river edge. The total proposed disturbed area of bank is 15 linear feet or less . This proposed outfall is in compliance with the Bank Performance Standards (10.54 (4) ) . Specifically, the outfall will not effect the stability of the bank or the water carrying capac- ity of the channel. Due to the engineered design of the storm- water system, including MDC type catch basins and a detention area, the project will not adversely effect surface and ground- water quality. The alteration of 15 feet or less of this bank will not impact breeding or habitat for fisheries. Finally, this is a typical urbanized river bank. Field investigation of the area identified no significant areas of wildlife habitat. Yet, the project remains below the allowable threshold of 10% allowable in the 310 CMR 10. 543 Performance Standards. The proposed project is situated within the flood plain of the North River. This project has been designed to provide for compensatory storage of flood storage in compliance with the Performance Standards for Bordering Land Subject to Flooding (10. 57 (4) (a) ) . The project site was also assessed for the presence of Bordering Vegetated Wetland ( "BVW" ) under 310 CMR 10 . 55 and Isolated Land Subject to Flooding (10 . 57 (1) (b) ) . Due to the isolating effect of the railroad bed, no areas of wetland vegeta- tion were noted as contiguous with the North River resource areas. In fact, only one location on site was found to support a vegetative community with an excess of 50% wetlands identifier species. This locale was identified as an abandoned railway spur (see Plan, area I) located in the northwest corner of the proper- ty. This spur is depressed below grade and appears to retain precipitation and runoff and is completely isolated from the North River. This area is dominated by Cattails (Tvpha spp. ) and reed (Phvaamites communis) . Although the area supports vegeta- tion and is capable of storing water, this area does not confine a volume of 1/4 acre foot of water (10.57 (2) (b) ) and is therefore not an Isolated Land Subject to Flooding resource area. Two additional areas of limited wetlands vegetation were found onsite. One is located adjacent to the railway track bed at the center of the northern property line (see Plan, area II) . A second was located in the eastern end of the property (see Plan, area III) . These areas are isolated from the North River, they do not store water and do not support a community of wet- lands plants in excess of 50% cover. }� � :�{} ƒ/� � �2 i � �& � \ \� \ \ ` / � } ; � ( � \ \\ � ATTACHMENT G HABITAT EVALUATION The site provides a range of conditions, including a steep wooded slope in the south easterly portion of the property which supports a mixed deciduous community of oak and maple. The balance of the property is urbanized and industrial land support- ing a shrub layer of weeds and grasses. Due to the urban/industrial nature of the site, it is ex- pected that the area would support a limited variety of fauna. These would include: rat, mouse, raccoon and opossum. Avian species observed onsite are robin, pigeon, crow, sparrow and seagulls. As required under the section on Wildlife Habitat Evaluation (10. 60) , this project will not alter wildlife habitat in excess of the thresholds permitted under 310 CMR 10. 54 (4) (a) (5) , 10. 56 (4) (a) (4) , and 10. 57 (4) (a) (3) , respectively. Due to the urban- ized and extensively altered floodplain and channelized nature of the North River within the locus of the project, the proposed construction will not adversely effect food, shelter or migrating and breeding areas for wildlife(10. 57 (1) (a) ) . Also, there will be no impacts or overwintering areas for mammals or reptiles. On June 16, 1993, the site was reconnoitered for the possi- ble presence of rate and endangered species as listed by the Massachusetts Natural Heritage and Endangered Species program. No evidence of listed species or vernal pool habitat were noted during the field inspection. In addition, the Atlas Estimated Habitats of State-Listed Rare Wetlands Wildlife was consulted for the possible occurrence of estimated habitat within the vicinity of the project. No such area was shown within a five mile radius of the project. ƒ � \ ƒ � ��: \�� � ƒ�\ . $+» � �� 4«� ��. � \\� / � � \ ƒ� � �/ � \� \/� ATTACHMENT H MITIGATION MEASURES The following mitigating measures will be utilized to meet the performance standards of the Wetland Regulations and to maintain the significant functions of resource areas on and adjacent to the site. 1. A single, continuous row of staked haybales backed by a siltation fence shall be installed along the length of the project parallel with the North River, as indicated on the Plan. This line of haybales and silt fence is proposed in order to provide an erosion and sedimentation control barrier as recom- mended in "Erosion & Sedimentation Control guidelines, DEQE, 1983 . " Haybales furnished shall be twice looped with wire or other cordage resistant to rot. Haybales shall be set in an excavated trench 6" deep, oriented with the wire loops parallel to the surface contour, tightly butted to adjacent bales, and staked with two 211x211x3 ' stakes or sections of ' rebar' spaced equally in the bale and driven solidly into the underlying mate- rial. No spoil from the excavation of the trench shall be placed or stockpiled on the resource area side of the barrier. NOTE: Additional haybaling required by the Commission during the project duration shall also be provided and installed in accord- ance with the previous paragraph. 2 . Areas of exposed soils, other than gravel base course, which are exposed for more than 2 weeks will be mulched with hay in order to control erosion on site. 3 . All newly constructed catch basins will have sumps to collect debris within the structured drainage system. All new catch basins servicing paved areas will be provided with gas and oil separator hoods. stopshop.rep ., t �. =.' �� �-- :�`: AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act I, JOSEPH C. CORRENTI, hereby certify under the pains and penalties of perjury that on May 3 , 1995, I gave notification to abutters in compliance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide to Abutter Notification, in connection with the following matter: A Notice of Intent filed under the Massachusetts Wetlands Protection Act by The Stop & Shop Supermarket Company, Inc. and John C. Jeffers with the Salem Conservation Commission on May 3, 1995 for property located at Boston r Street, Salem, Massachusetts, and Howley Street, Peabody, Massachusetts. r The form of notification and a list of the abutters to whom it was given and their addresses, are attached to this Affidavit of Service. Date May 3 , 1995 EPJi C. CORRENTI f NOTIFICATION TO ABUTTERS UNDER THE MASSACHUSETTS WETLANDS PROTECTION ACT CERTIFIED MAIL RETURN RECEIPT REQUESTED In accordance with the second paragraph of Massachusetts General Laws, Chapter 131, Section 40, you are hereby notified of the following. 1. The name of the applicant is The Stop & Shop Supermarket Company, Inc. and John C. Jeffers. 2. The applicant has filed a Notice of Intent with the Salem Conservation Commission. 3 . The address of the proposed activity is Boston Street, Salem, Massachusetts, and Howley Street, Peabody, Massachusetts. 4 . Copies of the Notice of Intent may be examined at City of Salem Planning Department, Second Floor, One Salem Green, Salem, Massachusetts, between the hours of 8: 00 A.M. and 4:00 P.M. on Monday, Tuesday, Wednesday and Friday, and between the hours of 8:00 A.M. and 7: 00 P.M. on Thursday. For more information call the applicant's representative: John R. Serafini, Sr. , Esq. , 63 Federal Street, Salem, MA 01970 (508) 744-0212 . 5. Copies of the Notice of Intent may be obtained from the applicant' s representative by calling (508) 744-0212 between the hours of 9:00 A.M. and 5: 30 P.M. on Monday through Friday. 6. Information regarding the date, time and place of the public hearing may be obtained from Beth Debski, City of Salem Conservation Commission, by calling (508) 745-9595 between the hours of 8:00 A.M. and 4: 00 P.M. on Monday, Tuesday, Wednesday and Friday, and between the hours of 8 : 00 A.M. and 7: 00 P.M. on Thursday. 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 Evening News. NOTE: Notice of the public hearing, including its date, time and place, will be posted in Salem City Hall not less than forty-eight (48) hours in advance. NOTE: You may also contact your local Conservation Commission or the nearest Department 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) 935-2160; Southeast Region: (508) 946-2800 ; Western Region: (413) 784-1100 . Win Say. I Inc. 25 Bartlett Road Winthrop, MA 02152 M. M. Buckley Win Say. I Inc. 19 R Howley Street Peabody, MA 01960 John C. Jeffers 19 Orchard Street Peabody, MA 01960 Josephine Sobutka 179 Main Street Peabody, MA 01960 Congregation Tifereth c/o Joseph Gibley 18 Walnut Street #401 Peabody, MA 01960 Jerome R. Sousa, Jr. Post Office Box 3728 Peabody, MA 01960 Nathan Krugman, Trustee Post Office Box 3116 Peabody, MA 01960 Thomas W. Pyburn, Jr. Post Office Box 311 Peabody, MA 01960 B & M Railroad MBTA-Guilford Trans Ind. Inc. High Street North Billerica, MA 01867 Augustine J. Merlina, Trustee 27 Howley Street Peabody, MA 01960 Augustine J. Merlina, Trustee 78 East Mountain Revere, MA South Essex Sewerage District Ray Bouchard 54 Fort Avenue Salem, MA 01970 Thomas J. Brennan Kathleen J. Brennan 160 Boston Street Salem, MA 01970 Guy M. Discipio Mary Discipio 9 Basse Road Lynn, MA 01905 Benjamin Drebit Alvina Drebit 50 Melvin Street Wakefield, MA 01880 Hoang Tri Lam Amh Thi Nguyen 79 Beaver Street Salem, MA 01970 Joe George Maria T. George 81 Beaver Street Salem, MA 01970 Mark A. Eng Steven P. Eng 78 Beaver Street Salem, MA 01970 Lisa M. Krogulski 121 Dickerson Road Waverly, NY 14892 Susan L. Riess 30 Silver Street Salem, MA 01970 George N. Febonio Melissa J. Febonio 30 Silver Street Salem, MA 01970 Thomas L. Niswander Judith Niswander 28 Silver Street Salem, MA 01970 city of Salem Planning Board One Essex Green Salem, MA 01970 Margaret Buckley Michael J. Harrington R19 Howley Street Peabody, MA 01960 Federal Machine Company of Salem, Inc. 185 E. State Street B-181 Johnstown, NY 12095-2613 One Eighteen Realty Trust Alan R. Zion, Trustee 15 Burnham Street Wenham, MA 01984 Judith Gianareles 165 Boston Street Salem, MA 01970 Joseph A. Fazio Irene J. Fazio 165A Boston Street Salem, MA 01970 Robert S. Gallant Gladys E. Gallant 163 Boston Street Salem, MA 01970 Daniel C. Machado M. Valgwiria 154 Boston, Street Salem, MA 01970 Stanley S. Froncki Jane G. Froncki 5 Safford Street Salem, MA 01970 Armindo Quaresma Maria Quaresma 72 Beaver Street Salem, MA 01970 Clarence G. Lemieux Marjorie E. Lemieux 27 Silver Street Salem, MA 01970 Joseph A. Weinberg 26 Silver Street Salem, MA 01970 Joan M. Sweeney 22 Silver Street Salem, MA 01970 Nicholas Rowe Linda M. Rowe ! 20 Silver Street Salem, MA 01970 Kathleen A. Demers 18 Silver Street Salem, MA 01970 Blubber Hollow Realty Trust Robert L. Smith et ali Trustees 60 Grove Street Salem, MA 01970 City of Peabody Planning Board City Hall Peabody, MA 01960