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64-233 - 127 Marlborough Road - CONSERVATION COMMISSION �- 64-233 The Enclave 127��® , Marlbouough Rd —' .-,� r '09- Z33 RECEIVED f4 AUG I A111 9. 32 Commonwealth DEP File#:64-233 of Massachusetts - SALEM r (to be provided by DEP) PLANNINGCity/Town: SALEM DEPT Applicant:Joseph&Ida Furs Certificate of Compliance Massachusetts Wetlands Protection Act G.L.c. 131, §40 From: Department of Environmental Protection Issuing Authority To: John R.Keilty,Esquire; 40 Lowell Street; Peabody,'MA 01960 (name) (address) Date of Issuance: 130 , 1999 Project Location: 127 Marlborough Road; Salem,MA This Certificate is issued for work regulated by a Superseding Order of Conditions issued to Joseph & Ida Fumari dated April 3, 1997 by the Department. 1._ It is hereby certified that the work regulated by the above- referenced Order of°Conditions has been satisfactorily completed. 2._ It is hereby certified that only the following portions of the work regulated by the above-referenced Order of Conditions have been satisfactorily completed:(If the Certificate of Compliance does not include the entire project, specify what portions are included.) 3.XX It is hereby certified that the work regulated by the above-referenced Order of Conditions was never commenced. The Superseding Order of Conditions has lapsed and is therefore no longer valid;,No future work subject to regulation under the Act may be commenced without filing a new Notice of Intent and receiving a new Order of Conditions., ...........................................................................................................:................................................................... (Leave Space Blank) 4.XX This certificate shall be recorded in the Registry of Deeds or the Land Court for the district in which I . the land is located. The Order was originally recorded on at the Registry of Essex,Certificate Title_;Book 5262 Page 573 s 5._ The following conditions of the Order shall continue: (Set forth any conditions contained in the Final Order, such as maintenance or monitoring,which are to continue for a longer period.) Issued By: J s . Sprague, Section Chief,Division of Wetlands and Waterways i` Signature(s): �) When issued by the Conservation Commission this Certificate must be signed by a majority of its members. On this 54 day of July, 1999, before me personally appeared James A. Sprague, to me known to be the person described in and who executed the foregoing instrument and acknowledged the: he/she execut d the same as his/her free act and deed. 1L� March 12,2004 Notary Public My commission expires Detach on the dotted line and submit to the Department of Environmental Protection To The Department of Environmental Protection Issuing Authority Please be advised that the .Certificate of Compliance for the project at 127 Marlborough Road, File Number 64-233 has been recorded at the Registry of Essex and has been noted in the chain of title of the affected property on 19 . If recorded land,the instrument number which identifies this transaction is _ If registered land the document number which identifies this transactionis Signature Applicant "'' 310 CMR 10. 99 DEP File No. 6 -111 Form 8 (Io be provided by DEP) city/Torn Salem Applicant Grenier (Furnari) Commonwealth Of Massachusetts Certificate of Compliance Massachusetts Wetlands Protection Act, G.L. c. 131, 540 From Salem Conservation Commission Issuing Authority Strop Brook Real �i'rust Jose h 339 Cabot St. Beverly MA To 4 }F r__ P .-.SzT'en i ar m (Name) (Address) Date of Issuance 5/28/98 This Certificate is issued for work regulated by an Order of Conditions issued to Joseph & Ida Furnari dated ap= i r•i� and issued by the Department of Environmental Protection 1. ❑ It is hereby certified that the work regulated by the above- referenced Order of Conditions has been satisfactorily completed. 2 . ❑ It is hereby certified that only the following portions of the work regulated by the above-referenced Order of Conditions have been satisfactorily completed: (If the Certificate of Compliance does not include the entire project, specify what portions are included. ) 3 . ® It is hereby certified that the work regulated by the above- referenced Order of Conditions was never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Act may be commenced without filing a new Notice of Intent and receiving a new Order of Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ _ _ (Leave Space Blank) Effective 11/10/89 8-1 - a . ❑ 'file . ertificate shall be recorded in the Registry of Deeds or the Land Court for the district in which the land is located. The Order was originally recorded on (date) at the Registry of Book Page S. ❑ The following condition's of the order shall continue: (Set forth any conditions contained in the Final Order, such as maintenance or monitoring, whitch are to continue for a longer period. ) Issued by Signature (s) ' 9 U v— VAlO When issued by the Conservation Commission this Certificate must be signed by a majority of is members. on this 28th day of May 19 98 before me personally ppeared the above mentioned to me known to be the person described in and who executed the foregoing instrument and acknowledged :that&he/ he ecut same as his/her free act and deed. STEPHEN DIBBLE Notary Public ll Aaw r r 'IB6 Nou 17,11YSi1 7ary_Public My ccmmissica expires Detach on dotted lire and sulait to the ............................................................................................................ To Issuing Authority Please be advised that the Certificate of Compliance for the project at: File Number has been recorded at the Registry of and has been noted in the chain of title of the affected property on 19 If recorded land the instmment norther which identifies this transaction is If registered land the document number which identifies this transaction is Signature Applicant 6-2 JOHN R. KEILTY, COUNSELOR AT LAW 40 LOWELL STREET TELEPHONE (978) 531-7900 PEABODY, MA 01960 FACSIMILE (978) 531-2479 March 2, 1999 Mr. Steve Dibble cl.- Conservation Commission City of Salem One Salem Green Salem, MA 01970 Re: 127 Marlborough Road, Salem, MA DEP File No.: 64-233 Dear Mr. Dibble: I am enclosing herewith an Order of Conditions pertaining the land formerly of Furnari at 127 Marlborough Road in Salem, Massachusetts. This is an Order that was issued on July 5, 1995 and is recorded at Book 13090, Page 256. This Order of Conditions pertains to an Eastern Land Survey Plan prepared by R.J. Kelley. This development was never constructed. Kindly issue a Certificate of Compliance in order to clear the record at the Essex Registry of Deeds with respect to this land. Please note that Mr. Grenier has obtained individual Orders of Conditions for his lots and these are on record. Very truly yours, OohnR. Keil squireJRK/emb Enclosure cc: Charles J. Keilty, Esquire 05/26/1998 11:47 97874176200 STERNKEILTYWALLLLC PAGE 02 p • i'.�,j'/, 310 caw 30.19 WIPP&b 66.233 /\ tits i rats,tas:w Fam di T arl�. R.J. Kelly c—on amm 09 mitts 07106i95 11:5J Init 336 4 ardor at caadW"S RK 13090 PG 256 M R"oa Ntte Matia"e V"tsati*a aOt Y.L. e. 131, see r yse� SALEK COAEERYMMf COl9f s low rewia0 101thwity - fM I.J._.rela.. c.. Toe e tt1gM Oi hpplaYamsa / a a preetKy eessrl 55 Ceahridge Street 1Z7 Nar horou9h Road addsrY.n,..a,nam� xn slam aadL.m alaeL x. j1laan order As teettsd ami (6ileased as teller., ,Il d by ham deliwq to apyliaaamt or lape'aaeatYtlW on fd11Na Jay eortilied mall. &*tees twelpt t"amiatod on This prO3ett to leearAd at 127 Morlhoroush Road h tame Property is reaeedad at the hogion of Esser Seek- 5262 >am9s 573 I:artlfleate fit rogistersdl R/A TM Motitla of >Ctent for this peoisot was filed an Aerie 96_ too[ Idete/ TOW poamlie heerta9 was Closed on J.,ae 22. 1995 MOW Csa@iesion as rater th,WrfrHnas.d Meta N tMM&Tgft ae W '. eg • .�on MP w. sere IN a.tata m Im aatll,Ylt b d, "is1[. tease •• as y.aralry py,tM aNa M"td 1M �i.w.. ..a•w m la aleMflAR et IM �attftrtt on eWlMaa aIIft eM trYalaaime M ftgalflt Mt f"1.,We No"Ie s 1Pr Path am aeiw to q tltn Wde,tM set tom a1 spe.a 4 as )I {i � ,.yy hYlfe agtgr twee& flgtl OweM lllly.ylI trd ee,wtMrs mottos. ��^ Y sNaa seat Cesar 7ft1e sees Mtwa,Iw 0 MWrta LLLLJJJI Mati fetal PIMe/ I•YMMeaa H p11N1e1 44JJ r.Mtt1.N OIta1lit N1/Nt aging f1teN M eeatttod $2,500 fbte 10814 21 Ltiji a gaett a Mpnw.sle.e St.262,50 i - Tolel sff"M s teq/}ae1 Mrt1t*a taU lwtiee On teem at/i. ,toga j 1 e!lettiw 1l/10/69 5-1 j: i JOHN R. KEILTY, COUNSELOR AT LAW +; 40 LOWELL STREET TELEPHONE (508) 531-7900 PEABODY, MA 01960 FACSIMILE (508) 531-2479 May 26, 1998 Conservation Commission City of Salem 2 Salem Green Salem, MA 01970 RE: DEP FILE NO.: 64-233 127 MARLBOROUGH ROAD, SALEM, MA Dear Sir or Madam: Please be advised that I represent Joseph H. Grenier, Trustee of Strong Brook Realty Trust who purchased land off of approximately Marlborough Road in Salem, Massachusetts in November of 1997. The City of Salem Conservation Commission has issued an Order of Conditions,No. 64- 233. My client, having purchased the property in November of 1997, has chosen not to pursue the Definitive Subdivision Plan which is the basis for the Order referenced above. Instead, he has chosen to pursue the development of seven(7) ANR lots, each having frontage on Marlborough Road in Salem, Massachusetts. Toward that end, my client has filed a Request for Determination of Applicability with the City of Salem Conservation Commission and has additionally filed two Notices of Intent pertaining to two of the ANR Lots. We respectfully request that the Commission issue a Certificate of Compliance for the above-referenced Order which is recorded at the Essex South District Registry of Deeds in Book 13090, Page 256 checking box#3 on that form striking the second sentence "The Order of Conditions has lapsed and is therefore no longer valid" and leaving the remainder of the clause. 2 We would respectfully request that the Commission issue such a Certificate on the basis that the project has not been and will not be built in accordance with the Order. Thank you for your anticipated cooperation. Very truly yours, J I RAKeilty, Esq JRK/emb Enclosure COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION METROPOLITAN BOSTON-NORTHEAST REGIONAL OFFICE WILLIAM F. WELD RECEIVED TRUDY CORE Governor Q Secntary ARGEO PAUL CELLUCCI APR 0 r ry 1997 DAVID B. STRUHS Lt. Govemor Commissioner Salem Planning Dept. April 3 , 1997 Joseph Furnari RE : WETLANDS/Salem 127 Marlborough Road DEP File #64-233 Salem, MA 01970 Superseding Order of Conditions Dear Mr. Furnari : The Metropolitan Boston/Northeast Regional Office of the Department of Environmental Protection has completed its review of the above referenced file in preparation to issuing a Superseding Order of Conditions (SOC) . Pursuant to the provision of the Wetlands Protection Act (the Act) , Massachusetts General Laws, Chapter 131, Section 40, the Department is issuing the enclosed Superseding Order of Conditions allowing the project based upon: 1) information and plans submitted; 2) information gathered during the site inspection; and 3 ) conditions the Department has deemed necessary to protect the statutory interests identified in the Act . The proposed project is for the construction of a 13-lot subdivision off of Marlborough Street in Salem. Proposed activities on site includes construction of a roadway, stormwater detention basin, wetlands replication area, water and sewer connections, and site grading. The site is adjacent to Strongwater Brook, which flows northeasterly across the site . Based upon a review of .the project site and information contained in the file to date, the Department has determined that the following Area Subject to Protection Under the Act is present : 1) Bordering Vegetated Wetland (BVW) , and 2) Bank. These Areas are presumed to protect one or more of .the statutory interests identified in the Act and as marked on page 1 of the attached Superseding Order of Conditions . An Order of Conditions was issued for the proposed project by the Salem Conservation Commission on June 27, 1995 . The Department intervened on July 18, 1995 primarily because of concerns regarding a lack of stormwater treatment and detention for the proposed subdivision. Subsequent to Department site inspections and project review, the wetland delineation was revised. Lots have been reduced from 16 to 13 , a stormwater detention facility has been incorporated into the project, and wetland impacts, - have been -- -ry _ --- mrtigated`'by a=7000 `squa`re'foot replication area. Based upon these revisions, the Department is allowing the proposed project 10 Commerce Way . • Woburn,Massachusetts. 0160T-• FAX (617)932-7616 •- Telephone (617)932-7600._• TDD#_(617)932-7679 Page 2 DEP File #64-233 Construction of the proposed double-headed cul-de-sac will result in the alteration of 4750 square feet of BVW and 30 feet of Bank. Retaining walls are proposed for the wetland crossing to reduce impacts . As mentioned previously, a 7000 square foot replication area is proposed to the north of Strongwater Brook. Access to this replication area will be via an existing cartpath and existing bridge over the brook. A restrictive covenant for this site has been drafted; this covenant limits wetland fill on the property to the 4750 square " feet allowed under this SOC. Construction may not commence until this covenant has been recorded with the property' s title . It is the Department ' s opinion that, with the proper mitigating measures, the proposed project should be allowed. As a condition of this SOC, the applicant must form a homeowner' s association to address long-term maintenance of the proposed detention basin. In addition to its flood control function, this basin also serves a water quality function. A lack of maintenance of the detention basin (i .e . the removal of accumulated sediment deposits) compromises the basin' s ability to treat the sub- division' s stormwater. Other Best Management Practices (BMP ' s) relating to the stormwater collection system and detention basin are addressed in Special conditions #21 - #30 . In addition to the above-mentioned conditions, a permanent barrier will be required at the limits of grading to the rear of those houses adjacent to the wetland. This barrier may either be a wooden fence or a vegetative ( "living" ) fence composed of Eastern hemlock. It should be installed at the limits of grading to the rear of Lots 8, 9 , and 10 (see Special Condition #45) . It is the Department ' s position that the enclosed Superseding Order of Conditions approving the project as proposed and conditioned, serves to protect the statutory interests identified in the Wetlands Protection Act, M.G.L. , Chapter 131, section 40 . However, the Department reserves the right should there be further proceedings in this case, to raise additional issues and present further evidence as may be appropriate . Should you or any concerned party dispute these findings, your attention is directed to the language at the end of the attached Order specifying the rights and procedures for appeal . Should you have any questions relative to this decision, please contact Ms . Heidi M. Davis at 932-7781 . Very truly y urs, i/'Sabin M. Lord, Jr. x. .._ Regioal_, Engi. eer for .� .. . .. w-.: �w nResource „Protection x SML/hmd _ . Page -3- DEP File #64-233 CC : Salem Conservation Commission, One Salem Green, Salem MA 01970 R.J. Kelly Corporation, 55 Cambridge Street, Burlington MA 01803 Fred J. Matera, 181 1/2 Grove Street, Melrose MA 02176 Joseph Carter, P.O. Box 34 , Strafford NH 03884 Harold Roberts, 7 Home Street, Salem MA 01970 Eastern Land Survey Associates, Inc . , 104 Lowell Street, Peabody MA 01960 310 CMR 10.99 Form 5 DEP File No. 6 4-2 3 3 fro be provided by DEP) City/Town Salem Applicant Furnari Superseding Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131, §40 From Department of Environmental Protection To Joseph& Ida Furnari (Name of Applicant) Address 127 Marlborough Road, Salem MA 01970 (applicant) To same (Name of Property Owner) Address (owner) This order is issued and delivered as follows: ❑ by hand delivery to applicant or representative on (date) ® by certified mail, return receipt requested on April 3, 1997 (date) This project is located at 127 Marlborough Road The property is recorded at the Registry of Essex Book 5262 Page 573 Certificate (if registered) The Notice of Intent for this project was filed on April 26, 1995 (date) The public hearing was closed on June 22, 1995 (date) Findings The Department of Environmental Protection has reviewed the above-referenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available to the Department of Environmental Protection at this time, the Department of Environmental Protection has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act (check as appropriate) : ® Public water supply ® Flood control ❑ Land containing shellfish El Private water supply El Storm damage prevention ❑ Fisheries ® Ground water supply ® Prevention of pollution ® Protection of wildlife habitat Total Filing Fee Submitted $ State Share $ City/Town Share $ N fee in excess of $25) Total Refund Due $ City/Town Portion $ State Portion $ ( total) (y total) Effective 11/20/92 5-1 Therefore, the Department of Environmental Protection hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those interests checked above. The Department of Environmental Protection 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. 6 . Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final Order has 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 of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the. owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the Department of Environmental Protection on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two .square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, File Number 64-233 - 10. Where the Department of Environmental Protection is requested to make a determination._and to.,.issue_aSupers_ed_ i_n_g Or___der,_„the_ Conservation,Commission .'on.-'- _ shall" be-a art "to all a ency"-p y g proceedings and hearingsbefore Department - 5-2 r 11. Upon completion of the work described herein, the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to the following plans and special conditions: Plans: Title: - Modified Definitive Subdivision Plan, The Enclave, Salem MA 5 Sheets Dated: February 21., 1995, and revised July 28, 1995 May 24 1996 and September 10, 1996 Signed & Stamped by: Christopher R. Mello, R.L.S. and Clayton A. Morin, P.E. of Eastern Land Survey Inc. On File With: Salem Conservation Commission and DEP - Documents: Title: Hydrologic Analysis, The Enclave Subdivision, Salem Massachusetts Dated: Not dated. Received by DEP on September 23, 1996 Signed & Stamped by: Christopher R. Mello, R.L.S. and Clayton A. Morin P.E. of Eastern Land Survey Associates On File With: DEP Title: Wetlands Replication Plan for R J Kelly Company The Enclave Salem MA Dated: August 27, 1996 Prepared by: Northeastern Consulting Forestry Services On File With: DEP See attached special conditions numbered 13 - 56 . - _ 5-3B - .. Page -1- DEP File #64-233 Special Conditions 13 . Any change (s) made in the plan referenced in condition 12, which will alter an Area Subject to Protection Under the Wetlands Protection Act, or any change (s) in activity subject to regulation under M.G. L. Chapter 131, Section 40 , shall require the applicant to inquire of the Department in writing, whether the change (s) is significant enough to require the filing of a new notice of intent . A copy of said request shall at the same time be sent to the Salem Conservation Commission. 14 . The applicant shall notify the Department and the Salem Conservation Commission in writing, 48 hours before any activity commences on site . 15 . Members and agents of the Salem Conservation Commission and the Department shall have the right to enter and inspect the premises to evaluate compliance with conditions stated in this Superseding Order. The applicant shall submit any data the Department deems necessary for that evaluation. 16 . Construction may not commence until the document entitled, "Declaration of Restrictive Covenant" has been recorded with the property title . 17 . Prior to any earth moving activities, a single row of silt fencing along with a single row of hay bales shall be placed along the limit of activity between all disturbed areas and the resource areas, until said areas have been stabilized, or a determination has been made by the Department that the control measures are no longer necessary. 18 . The applicant shall immediately correct any erosion problems that may occur on the site . Any additional erosion and sedimentation controls found to be necessary by the Department or Conservation Commission during construction shall be implemented by the applicant . 19 . All disturbed or exposed soil surfaces shall be left in a stable condition at the close of each day. Disturbed and exposed areas shall be stabilized with hay, straw, mulch, or any other protective covering and/or method approved by the Soil Conservation Service . 20 . Within 30 days of final grading, all disturbed areas shall be permanently stabilized with rapidly growing cover with sufficient topsoil to assure long-term stabilization of disturbed areas . Where necessary, loam and seeding shall be held in place with jute netting. The owner of record of this property shall indefinitely maintain these areas in a manner which assures permanent stabilization. and prevents soil -- erosion. ` 21 : All drainage systems must in -place"and functioning "prior to Wthe..paving;_;.of , the:.street_ Page -2- DEP File #64-233 Special Conditions 22 . Immediately upon the installation of any catch basin, hay bales shall be set and staked around the inlet to prevent sediments from entering the drainage system prior to paving. 23 . Catch basins shall be equipped with sumps and oil and gas traps and shall be inspected and cleaned on a semi-annual basis . This condition shall remain in perpetuity and shall not expire with the issuance of a Certificate of Compliance . 24 . The detention basin shall be functional prior to the discharge of any water into said basin. 25 . A splash pad shall be installed beneath the outlet of the 15- inch rcp to prevent scour and erosion within the detention basin. 26 . The sideslopes of the proposed detention basin shall be loamed and seeded with an erosion control mix containing native grasses and forbs that will tolerate occasional inundation and includes facultative, facultative up, and facultative wet species as well as upland species . Spring seeding is preferable, but summer or fall seeding will be allowed if light mulching with straw is provided. 27 . The applicant shall form a homeowner ' s association which will establish an operation and maintenance schedule for the detention basin as well as a fee system for such maintenance . A copy of this schedule shall be submitted to the Department and the Conservation Commission. 28 . The side slopes, embankment, and emergency spillway shall be mowed at least once in the late summer/early fall . Clippings shall not be disposed of in wetland resouce areas . Accumulated trash and debris should also be removed at this time . Sediment should be removed from the basin as necessary, and at least once every 10 years . Access to the detention basin shall be through the utility easement between Lots 11 and 12 . 29 . Street-sweeping of Furnari Way shall be performed annually. 30 . The 36-inch culvert shall be maintained in working condition and kept free of debris by the respective owner (s) in control of the property. 31 . The Contractor shall not disturb any area of bordering vegetated wetland except for the 4, 750 square feet allowed under this Superseding Order of Conditions . 32 . A bordering vegetated wetland area of 7, 000 square feet will . Abe constructed as-shown-on_the_plan. cited in-Special Condition _ ,, : Page -3- DEP File #64-233 Special Conditions 33 . The bordering vegetated wetland shall not be altered until development of the replication area is in progress and the proposed replication area is excavated to the proposed base grade. The area of wetlands replication shall be brought to within 6 inches below the approximate surface elevation of the existing adjacent wetland area. 34 . The applicant shall notify the Department and the Salem Conservation Commission, by telephone or facsimile, upon completion of excavation of the replication area and 48 hours prior to alteration of the bordering vegetated wetland. 35 . Because of the presence of purple loosestrife in the existing wetland, organic soils from the altered wetland shall not be used in the replication area . A six-inch base of high-organic content loam shall be placed in the replicated wetland. Loam used for an organic base in the replication area may be augmented with peat or compost to increase organic content . 36 . The seasonal elevation of groundwater must be verified in the wetland replication area once the proposed replication area has been excavated to the base grade . If seasonal high ground water is not present at or within sufficient depth to support wetlands vegetation, then the applicant will be required to create a perched condition, or substantiate the elevation of ground water at another elevation. 37 . The proposed replication area shall meet or exceed those General Performance Standards outlined in 310 CMR 10 . 55 (4) (b) 1 - 7 of the Wetlands Protection Act . A wetland specialist shall be on site during construction of the wetland replication area and shall supervise its construction. (A Wetland Specialist is a professional person by virtue of his or her education and experience and is knowledgeable in the creation of wetland resource areas . ) Two reports, prepared by the Wetland Specialist, shall be submitted annually to the Department by June 1st and November 1st of each year. Each report shall include an observed species list, relative abundance of each species, percent cover of wetland and uplandspecies, the viability of the plantings, and proposed remedial measures to ensure that at least 750 of the surface of the replication area be re-established with indigenous wetland plant species within two growing seasons . If monitoring data indicates that this objective cannot be met, a corrective plan of action shall be submitted to the Department for approval and implemented under the supervision of the wetlands specialist . No.certificate of compliance will be granted by the Department until such time as the replacement area has been found to meet these standards . Page -4- DEP File #64-233 Special Conditions 38 . Final grades in the replication area shall be based on spot elevations taken along and within the existing wetland prior to (or during) construction of the replication area. 39 . Planting of the replication area shall not take place between November 1st or April 15th. 40 . In addition to the ferns and sedges specified for planting by the wetland replication plan, a wetland seed mix shall be broadcast . 41 . The woody plant species proposed for planting shall be planted in hummocks or raised beds to prevent decay of the new shrubs and to promote microtopography in the replication area. 42 . Red maples proposed for planting shall be 2- to 3-feet in height . 43 . There shall be removal by hand of any invasive plant species . specifically purple loosestrife (Lythrum salicaria) and phragmites (Phragmites communis) , from the wetland replication area. This requirement shall be addressed in the monitoring reports required in Special Condition #35 until a Certificate of Compliance has been issued. 44 . Wetland flagging shall remain in place until the project has been completed and the Certificate of Compliance issued. 45 . The Department may impose additional conditions to ensure success of the replicated wetland. 46 . Upon completion of construction, a permanent barrier shall be installed at the limits of grading to the rear of Lots 8 , 9, and 10 . This barrier may either be a wooden fence or a "living fence" composed of Eastern hemlock (Tsuaa canadensis) . If hemlocks are planted, they shall be planted every 3-4 feet . 47 . Fertilizer used for landscaping and lawn care shall be low in nitrogen content and shall be used in moderation. Pesticides and herbicides shall not be used on the site . 48 . There shall be no sodium-based deicing agents used on the driveway. 49 . Waste generated by construction activities shall be contained within the construction area and dumpsters shall be maintained on site . 50 . Equipment, material, and fuel storage and refueling operations shall- be situated in an-upland area at a horizontal distance. , greater than 100 feet from wetland resource areas . Page -5- DEP File #64-233 Special Conditions 51 . The developer or contractor responsible for the project ' s completion shall be notified of, and understand, the requirements of this Superseding Order. A copy of this Order shall be on-site while activities regulated by this Order are being performed. 52 . If any unforeseen problem occur during construction which affects any of the eight statutory interests of the Wetlands Protection Act, Chapter 131, Section 40, upon discovery, the applicant shall notify the Department, and an immediate meeting shall be held between the Department, the Commission, the applicant, the engineer, contractor, and other concerned parties to determine the corrective measures to be employed. The applicant shall then act to correct the problems using the corrective measures agreed upon. 53 . Upon completion of the project, the applicant shall submit with their request for a Certificate of Compliance, an affidavit and an "As-Built Plan" prepared by a Professional Engineer or Land Surveyor registered in the Commonwealth of Massachusetts . The affidavit shall state that the site has developed in accordance with the requirements of this Superseding Order of Conditions and the referenced site plan. Said plan shall note any deviations from the plan referenced in condition #12 . 54 . This Order shall apply to all successors or assigns in interest or control and any other party engaging in activity on the property identified in the Notice of Intent . 55 . This Order of Conditions supersedes all prior orders under DEP File #64-233 . 56 . No work shall commence on-site until all appeal periods have elapsed and this Superseding Order of Conditions has been recorded with the registry of deeds and the Department formally notified via the form located at the end of this Order. FINDINGS PURSUANT TO M.G.L. CHAPTER 30 , SECTIONS 61 TO 62H INCLUSIVE (M.E. P.A. ) The project as described in the Notice of Intent for DEP File #64-233 is "categorically exempt" pursuant to the "Implementation of the Massachusetts Environmental Policy Act" as adopted by -the Secretary of. Environmental Affairs . The project is "categorically „ , ,.exempt"- as the wetlands thresholds established under_.3.01 CMR. 11 . 26 (7) (a) (3) of M.G.L. Chapter 30, Sections 61 to 62H inclusive have ,.,not.-been exceeded... >..- µ This finding is only applicable to activities proposed for the above-referenced file number before the Department of Environmental Protection, Division of Wetlands . It does not relieve the applicant from complying with additional M.E. P .A. requirements when applying for permits from other applicable departments or agencies . APPEAL RIGHTS AND TIME LIMITS This Superseding Order of Conditions is an action of the Department . If you are aggrieved by this action, you may request an adjudicatory hearing. A request for a hearing must be made in writing and postmarked within ten (10) days of the date this Order was issued. CONTENTS OF HEARING REQUEST Under 310 CMR 1 . 01 (6) (b) , the request must state clearly and concisely the facts which are the grounds for the request, and the relief sought . Additionally, the request must state why the Order is not consistent with applicable laws and regulations . FILING FEE AND ADDRESS The hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of $100 must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. EXCEPTIONS The filing fee is not required if the appellant is a city or town (or municipal agency) , county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. WAIVER The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial . . hardship. Issued by the Department of Envir m nttal otect' n Signature LC On this 3rd day of April 1997 , before me personally appeared Sabin M. Lord, Jr. , Regional Engineer for Resource Protection 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. Notan Public C My commission &xpirds The applicant, the owner, any person aggrieved by the Superseding Order, any owner of land abutting the land upon which the proposed work is to be done, or any ten persons pursuant to G.L. c.30A 910A, are hereby notified of their right to request an adjudicatory hearing pursuant to G.L. c.30A, - §10, 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 Superseding Order, and is addressed to: Docket Clerk, Office of General Counsel, Department of Environmental Protection, One Winter Street, Boston, MA 02106. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission, the applicant, and any other party. A Notice of Claim for an Adjudicatory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings. 310 CMR 1.01 (6) , and shall contain the . following information: (a) the DEP Wetlands File Number, name of the applicant and address of the project. (b) the complete name, address and telephone number of the party filing the request, and, if represented by counsel, the name and address of the attorney; (c) the names and addresses of all other parties, if known; (d) a clear and concise statement of (1) the facts which are grounds for the proceedings, (2) the objections to this Superseding Order, including specifically the manner in which it is alleged to be inconsistent with the Department's Wetlands Regulations (310 CMR 10. 00) and does not contribute to the protection of the interests identified in the Act, and (3) the relief sought through the adjudicatory hearing, including specifically the changes desired in the Superseding order; (e) a statement that a copy of the request has been sent to the applicant, the conservation commission and each other party or representative of such party, if known. Failure to submit all necessary information may result in a dismissal by the Department of the Notice of Claim for an Adjudicatory Hearing. Detach on dotted line and submit to the Department of Environmental Protection prior to commencement of work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . To Department of Environmental Protection, Issuing Authority. Please be advised that the Order of Conditions for the project at 127 Marlborough Road, Salem , File Number 64-233, has been recorded at the Registry of Essex and 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 number which identifies this transaction is- If registered land, the document number which identifies this transaction is _ - - Signature Applicant 5-4B - '%' 0.N 0.N Col Conservation Commission A Saleni. llassaejiusj-lls 01970 SPECIAL CONDITIONS 127 MARLBOROUGH ROAD #64-233 1. All work shall conform to the above-referenced Notice of Intent, site plan and supporting documents and those final specifications which shall be filed with the Commission prior to constmetion. Any change made or intended to be made to thee-zipproved 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 Notice Of Intent. 2. Members and agents of the Commission shall have the right to enter and inspect th6 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. 3. 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. 4. 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. 5. Prior to commencement of construction activity, a haybale barrier shall be placed downgradient of construction to prevent siltation of the adjacent wetland. Haybales shall be anchored with stakes and entrenched 4 to 6 inches in depth. Trench material shall be deposited on the upgradient side of the haybale barrier. Haybales shall be inspected daily; those showing signs of deterioration shall be replaced immediately. The haybale barrier shall remain in proper functioning condition until all disturbed areas have been stabilized. 6. Additional erosion and sedimentation control measures deemed necessary by the Commission shall be instituted by the applicant. Any siltation caused onto any wetland or waterway area shall be promptly reported to the Commission. Such areas shall be restored to the satisfaction of the Commission. 7. During construction, no debris, fill, or excavated material shall be stockpiled within 100 feet of designated wetlands. Any other stockpile location will be protected sufficient to prevent sediment from surface runoff entering wetlands. 8. All catch basins and pipes shall be fitted with oil and gas traps. A regular cleaning and structural maintenance schedule for catch basins, manholes, and pipes shall be developed and submitted for Conservation Commission approval. 9. * 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. 10. * 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. 11. Applicant shall provide a clear line of demarkation along the haybale line by placing approximately 200 lb. size stones every 3 feet on center, upgradient of haybale line. 12. Applicant shall grant the Commission a Conservation Restriction.in perpetuity to ensure that any future work occurring on the lots, beyond the haybale line, is approved by the Commission. 13. Applicant shall shift the driveway for lot 16 to the southerly side of the property and provide a grass swale. A permanent maintenance easement for the grass Swale shall be included on the deed for lot 16. 1 / 14. Applicant shall maintain the open drainage area on a yearly basis. 15. All site work shall be completed prior to the issuance of a Certificate of Occupancy. *On-going conditions that do not expire upon completion of the project or issuance of a Certificate of Compliance. iMbdi.p"eo6e.2o COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION METROPOLITAN BOSTON-NORTHEAST REGIONAL OFFICE WILLIAM F.WELD RFCPV9T" TRUDY COXE Govemor qW 4 Secretary ARGEO PAUL CELLUCCI UP 0 2 1996 DAVID B. STRUHS Lt. Governor Comu issioner ;. April 30, 1996 Joe Carter RE: WETLANDS/Salem Carter & Towers Engineering Corp. DEP File #64-233 6 Fairview Avenue Information Request Swampscott MA 01907 Dear Mr. Carter: On January 19, 1996, the Department representative on the above-referenced appeal met with yourself and Fred Matera. At that time, you indicated that a revised plan incorporating that revised wetland delineation was being prepared. This plan, which would also address the other Department concerns detailed in the August 23 , 1996, request for information letter, would be submitted to the Department imminently. As of yet, the Department has not received this revised plan. Unless this plan is submitted within 30 days from the date of this letter, the Department will issue a Superseding order of Conditions based on the information currently in the project file . No further activity may commence on any portion of the project subject to jurisdiction of the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40, until a Final Order of Conditions has been issued, and all appeal periods have elapsed. If you have any questions regarding this letter, please contact Ms . Heidi M. Davis of my staff at (617) 932-7781 . Ve y Truly Yours, James A. Sprague, wetlands Section Chief JAS/hmd CC : Salem Conservation Commission, One Salem Green, Salem MA 01970 Joseph and Ida Funari, 127 Salem Road, Salem MA 01970 10 Commerce Way • Woburn,Massachusetts 01801 • FAX (617)932-7615 • Telephone (617)932-7600 • TDD#(617)932.7679 i'Printed on Recycled Paper l Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental ProtectionFoV Metro Boston/Northeast Regional Office 4 •� h William F. Weld Go mor Trudy S.Coxe Secretary.EOEA David B.Struhs �:*1(; Cammissbnar August 23, 1995 Joe Carter RE: WETLANDS/Salem Carter & Towers Engineering Corp. DEP File #64-233 6 Fairview Avenue Information Request Swampscott MA 01907 Chris Mello Eastern Land Survey Assoc . 104 Lowell Street Peabody MA 01960 Dear Sirs : Pursuant to the above-referenced appeal, the Department is requesting that you forward additional information necessary to proceed in review of the case . 1 . Please provide a plan showing the existing grading scheme with structural-features superimposed over (rather than blocking out) existing grades . 2 . This project will result in an increase in peak stormwater discharges . Best Management Practices (BMPs) to treat runoff need to be developed, and the increase in post-development runoff needs to be mitigated. 3 . The wetland delineation needs to be con-inued east of flag 3 on the southern bank of the drainage swale and tied into flag 10A. The Department does not agree with the supposition that the center of the swale is the edge of the resource, as was indicated at the site inspection of August 1st . Wetland vegetation, including several sedge species, sensitive fern, and jewelweed, were noted on the southern bank of the swale . 4 . It appears that bordering vegetated wetland (BVW) between flags 7A and 9A has been mowed as wetland vegetation is emerging in this area and flag 8A cannot be found. Verify this wetland line using soils or run the line northwest/ /southeast between flags 7A and 9A. 5 . A recently-mowed low area in the vicinity of Lot 12 contains emerging wetland vegetation. This. area may be BVW; however, the boundary is indeterminate due to the . mowing activity. Please confirm using soils . 10 Commerce Way a Woburn,Massachusetts 01801 a FAX(617)932-7615 • Telephone(617)932-7600 Page -2- DEP File #64-233 6 . There is evidence of seasonal ponding of water in the vicinity of the proposed Lot 16 . Please design an interceptor swale along the northern edge of Lot 16 which will direct sheet flow along the rear of the lot towards Strongwater. Broox. 7 . It is the Department ' s opinion that the proposed project will result in alteration of wetlands. Consequently, a 401 Water Quality Certification is required. If you choose to have your final Order of Conditions also serve as your Water Quality Certificate in accordance with 314 CMR 9 . 04 (3) , please submit to the Department proof of the recording of the Restrictive Covenant with the appropriate Registry of Deeds. Enclosed you will find an example of an acceptable format for this covenant . Please submit this information within 30 days from the date of this letter. No further activity may commence on any portion of the project subject to the jurisdiction of the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40, until a Final Order of Conditions has been issued, and all appeal periods have elapsed. If you have any questions regarding this letter, please contact Ms . Heidi M. Davis of my staff at (617) 932-7781. �MTruly Yours, James A. Sprague Wetlands Sec ion Chief JAS/hmd cc: Salem Conservation Commission, One Salem Green, Salem MA 01970 Joseph and Ida Funari, 127 Salem Road, Salem MA 01E-:70 John Keilty, 40 Lowell Street, Peabody MA 01970 Commonwealth of Massachusetts RECEIVE® Executive Office of EnMronmental Affairs JUL H, 1995 Department of ' - r Environmental Protection` Salism 'Hwiting wept. Metro BostorVNortheast Regional Office William F. Weld G.., Trudy S.Coxe aecm",EOEA David S.Struhs Commissioner - July 18, 1995 R.;' J. Kelly Corporation RE: WETLANDS/Salem 55 Cambridge Street DEP File #64-233 Burlington, MA 01803 NOTICE OF APPEAL 127 Marlborough Road Dear Mr. . Kelly: Under the provisions of the Wetlands Protect}on Act, Massachusetts General Laws, Chapter 131, Section 40, and upon it ' s own initiative, the Metropolitan Boston/Northeast Regional Office of the Department of Environmental Protection, Wetlands, 1).ivision,.,, hereby appeals the above-referenced filing. This appeal': s filed`' within ten (10) business days of the issuance of the Order of Conditions, defined by the date of the postmark .. (be ing July 6; 1995) ,"s The ,Department shall a§8ume jurisdiction over this project :. and :will make a determination as to whether those areas on Which the proposed work is to be done are significant to the statutory interests , d`entifned in the Act . It 1s ' the' Department ' s opinion that the project proposal and the Order^"of`Conditions do not contribute to the protection of the ' interests identified in the Act, and the Order is inconsistent with tlands ; Protection ;Act_ Regulations, 310 CMR. 10 28 .:.{3-)" and 10 29 ." ' TheDrepartTkient ' s specific concerns were outlined, in part, in the file. ,number,' notification form you received 'dated ,June 6, 1995 .':,.i They are. further described below: 1 . There, appears, to., bi . culverting and riprapping ,.of the waterway". which, traverses the site from Marlborough Road to Sirongwater Brook. Bank alteration exceeds the . threshofid _ amount of 50 linear feet requiring the preparation of a Wildlife Habitat Assessment (refer to 310 CMR 10 . 54 (4) (5) and 10.. 60) .. No such assessment has been prepared. 2 . There is inadequate discussion of Bordering Vegetated _ Wetland -(BVW) resources and impacts . There are no.- wetland ' flags between flag 10A and flag 4 west of Funari Way.and south of the w,atezway. This is the vicinity in which 65 linear feet of ` riprap is ' o be placed. Is . this just Bank. and..not BVW?, .Does the;, stream,crossing requ red`by the ,construction of,- Funari tiVay-',alter any BVW ` p. 10*Commerbe Wa` 9 Woburn, assachuse0s}01801 a FAX 617 932-7616 a et 1 - �4 •, Il way, �I ( ) Telephone(61�932.7600'1 Page -2- DEP File #64-233 3 . Drainage calculations indicate that peak stormwater discharge during the 100-year storm will be increased threefold without any form of stormwater detention. This does not constitute Best Management Practices for controlling stormwater runoff . Under the provisions of the Wetlands Protection Act, M.G.L. Chapter 131, Section 40, and pursuant to the issuance of a Superseding Order of Conditions, the Department has scheduled a site inspection for the project on Tuesday, August 1, 1995 at 10 :30 a.m. with all concerned parties . The purpose of this site inspection is to informally discuss the relevant issues. No activity may commence on any portion of the project site subject to the jurisdiction of M.G.L. Chapter 131, Section 40, until the Department issues a Superseding Order of Conditions and all appeal periods have elapsed. In the event that the Department determines that the project as originally proposed protcts the interests of the Act and complies with its regulations, the Department reserves the right to withdraw its appeal and revert jurisdiction back to the Conservation Commission. Should you have any questions, please contact Ms . Heidi M. Davis at 932-7781 . Ver Truly Yours, James A. Sprague Wetlands Section Chief JAS/hmd CC: Salem Conservation Commission, One Salem Green, Salem MA 01970 Peabody Conservation Commission, City Hall, 24 Lowell Street, Peabody MA 01960 Joseph and Ida Funari, 127 Salem Road, Salem MA 01970 John Keilty, 40 Lowell Street, Peabody MA 01970 310 CHR 10.99 DEP File No. 64-2.33 (To be provided by DEP) Form 5 t-tyfrows SALEM Applicant R.J. Kelly Company commonwealth Of Massachusetts order of Conditions Massachuetts Wetlands protection Act G.L. c. 131r 540 From SALEM CONSERVATION COMMISSION Issuing Authority To R J Kelly Co Joseph and Tda Fnrnnr,. (Name of Applicant) 127 Marlbo oughpRoad ty owner) 55 Cambridge Street Address Burl lngtnn MA Q14n3 Addres alem MA n1Q7f) This order is issued and delivered as follows: ❑ by hand delivery to applicant or representative on (date) ® by certified mail, return receipt requested on —(date) This project is located at 127 Marlborough Road The property is recorded at the Registry of Essex Book 5262 Page 573 certificate (if registered) N/A The Notice of Intent for this project was filed on April 26 loos (date) The public hearing was closed on June 22, 1995 (date) Findings The Commission ties reviewed the ebove•ref ere Ic Notice of i d faro end has �e�rssgon held a pubic heerirq on the proleec. eased on the information available to the a this tit, the ommis5ion has determined that the area on which the proposad work is to be dmr-is significant to tM following innrests in accordance with the Presumptions of Significance set forth in the regulations for oath Area Subject to Protection under the Act (check as appropriate): Public water supply Flood Control lard Containing shellfish Privets water SUPPLY Storm damage prevention Fishsries Ground water supply Prevention of pollution Protection of Wildlife Nabitat Total Filing fee Submitted 52,500 State Shari] 217 Sn -- ()/2 fee to excess of S25) $1,262.50 City/Town Share Total Refund Due S city/(1o/w2n total Portion S state (IR total Effective 11/10/89 5-1 Therefore, the Commission _hereby finds that the following conditions are necessary, in accordance with the performance standard: slommiss�ionn the regulations, to protect those interests checked above. The dance with said conditions and orders that all work shall be performed in accor 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. Cenral Conditions 1. Failure to comply with all conditions stated her in, aand cause with all rrelated statutes and other regulatory 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 parson of the necessity of complying with all other applicable federal, state or local statutes, ordinances,Iby-laws or regulations. 4. The work au'.horized 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 cireumstanees warranting the extended time period are set forth in this order. 5. This order may be extended by the issuing authority tfor one or more periods of up to three years each upon application authority at least 30 days prior to the expiration date of the order. 6. Any fill used in connection with this project shall be clean fill, containing no bricks, plaster wire, lath paper, cardboard, pipe refuse, rubbish or debris, including but , tires, to lumbar, bricks, p ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this order have Departmentif ch an have beenacompletl has ed filed, until all . er as been rded S. No work shall b onk1l the ldthehdistrictrino in which in the Registry of Deeds or the Land court for the land is located, within the chain of title of the affects .property. In the case of recorded land, the Final order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to. be done. In the case stered land, the Final order shall also be noted on the Land of regi Court srtiEieate of Title of the owner of the land upon which the proposed work in mimi lion Ton theoformgatnthe endnofhthis order submitted to the prior to commencement of the work. g. 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, pe�3astment of Environmental protection, •Nassachusetts6 File Number S5 10. Where the Department of Environmental protection is requested to make a determination and to issue a superseding order, the cons: hearings before rvation commission shall be a party to all agency proceedings the Department. 5-2 i 11. upon completion of the work described herein, the applicant shall forthwith request in writing that a certificate of compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to the following plane and special conditions: Plans: Title Hated signed and stamped by: on File with: 1. Definitive Subdivision Plan. The Encl^ a^'^T A r d e y o. by Eastern ' Land Survey Associates, Inc. , dated February 21, 1995, as revised. 3. Locus Map ,. Hydrolic Ca'3Lff2dLTLur prepares Eastern Land Survey Associates, Inc. ). Wetlands Report prepared by Nortbaaste ma. o Ferestr e s. special conditions (use additional paper if necessary) *See attched Special Conditions (Leave space Blank) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 5-3A Flans: Title Dated signed and stamped by: on File with: special conditions (die additional paper if necessary) (Leave space Blank) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... 5-3B Issued By SALEM _ conservation commission s na�uze4 e) This order must be signed by a majority of the conservation commission. On this 26th day of June 19 95 before me personally appeared the above stated 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. `Notary public My commission expires The applicant, the wanr, any person agrrieved by this order, any owner of lend abutting the lard upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Envirormental Protection to issue a Superseding he order, providing the request is made by certffted mail or hand delivery 0. the , withinn ten wdays ith tfrom the appropriate filing fee and Fee Transmittal Form as provided in 310 CNN t0.O3q), date of issuance of this determination. A copy of the request shell at the come time be sent by certified mail or hand delivery to the Conservation Comm ssion and the applicant. Detach an dotted tiro and submit to the Salem Conservation r.,� prior to comnenc~t of work. ......................................................... Issuing Authority To pigs" be advised that the order of Conditions for the project at Fit* Number 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 R an ,19 If recorded land, the Instrument number which identifies this transaction is If registered land, the document ember which identifies this transaction is Applicant Signature 5-4A Issued by the Department of Environmental Protection Signature On this day of 19 ' before me personally appe ared 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. i Notary Public My commission expires The applieett, the over, any person aggrieved by the superseding Order, any owner of led .butting+tAhLaM-. be deop, or cry ton peranr pmsrt to to G.L. c.30A S10A, an hersaP Low which the proposed work is to rat of their right td regmopat•an adjudicatory hearing ified ivory to the Department, with the appropriste fiti purswn to G.L. e.3011, ND, prmidfns'tYrr,T*:•::". °^r`:- request ifie 1■ arch by certified ail or hard del rp11011mand`....':. Fee TrawaitOl Form as provided in 310 CHO 10.03(7), within ten days from the [late of issuance of this Superseding order, and is addressed to: Docket Docket Clar8. k, office of Gene al Cshallt. DtlpiersemettierEbeiaedt bYlaM al Protection, Drop winter Street, Baton, erntion Commission, the applicant, and any other party. certified ail or bond delivery to the Coro A Notice of Claim for an Adjudicstory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6), and shall contain the following information: (a) the DEP wetlands File Number, name of the opplisant and address of the project; (b) the complete name, address and telephone number of the party filing the request, and, if represented by counsel, the rums and address of the attorneY; (c) the nos and addresses of al( other parties, if known; he (d) a clear and concise statement of (1) the facts which are grounds ro the for man the iproceediwhich ngs. (alltehed to be objections to this superseding order, including specifically inconsistent with the Department's wetlands Regulations (310 CMR 10.00) and does not contribute to the ed in the Act, and (3) the relief sought through the adjudicate" protection of the interests identifi hearing, including specifically the changes desired in the Superseding Order; (0) a statement that a copy of the request has been sent to k�e applicant, the conservation eemissi'on and each other party or representative of such party., Failure to submit all necessary information my result in a dismissal by the Department of the Notice of Claim for an Adjudicatory Nearing- Detach on dotted time and Walt to the prior to ccmeanc6mmt`Of work. ......................................................... Issuing Authority. To Please be advised that the order of Conditions for the project at ' File Number - has been recorded at the Registry of —has been noted In the chain of title of the affected v OP@rtY in accordance with General Corditisn 6 On 19 If recorded land, the instrument [umber which identifies this transaction is If registered lard, the document rusaber which identifies this'transection is Applicant Slgrature 5-6B \UV COIL Salem. Massachusetts 01970 , N SPECIAL CONDITIONS 127 MARLBOROUGH ROAD #64-233 1. All work shall conform to the above-referenced Notice of Intent, site plan and supporting documents and those final specifications which shall be filed with the Commission prior to construction. Any change made or intended to be made 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 Notice Of Intent. 2. 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. 3. 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. 4. 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. 5. Prior to commencement of construction activity, a haybale barrier shall be placed downgradient of construction to prevent siltation of the adjacent wetland. Haybales shall be anchored with stakes and entrenched 4 to 6 inches in depth. Trench material shall be deposited on the upgradient side of the haybale barrier. Haybales shall be inspected daily; those showing signs of deterioration shall be replaced immediately. The haybale barrier shall remain in proper functioning condition until all disturbed areas have been stabilized. 6. Additional erosion and sedimentation control measures deemed necessary by the Commission shall be instituted by the applicant. Any siltation caused onto any wetland or waterway area shall be promptly reported to the Commission. Such areas shall be restored to the satisfaction of the Commission. 7. During construction, no debris, fill, or excavated material shall be stockpiled within 100 feet of designated wetlands. Any other stockpile location will be protected sufficient to prevent sediment from surface runoff entering wetlands. 8. All catch basins and pipes shall be fitted with oil and gas traps. A regular cleaning and structural maintenance schedule for catch basins, manholes, and pipes shall be developed and submitted for Conservation Commission approval. 9. * 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. 10. * 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. 11. Applicant shall provide a clear line of demarkation along the haybale line by placing approximately 200 lb. size stones every 3 feet on center, upgradient of haybale line. 12. Applicant shall grant the Commission a Conservation Restriction in perpetuity to ensure that any future work occurring on the lots, beyond the haybale line, is approved by the Commission. 13. Applicant shall shift the driveway for lot 16 to the southerly side of the property and provide a grass Swale. A permanent maintenance easement for the grass Swale shall be included on the deed for lot 16. 14. Applicant shall maintain the open drainage area on a yearly basis. 15. All site work shall be completed prior to the issuance of a Certificate of Occupancy. *On-going conditions that do not expire upon completion of the project or issuance of a Certificate of Compliance. jm/bd/epwon64.233 ��• 1 d o�� � a � % '..e 0� M1 >,eh OIL `^ ♦ qA - uq � I r • LUMau A � ty ` Y '�Y r t ' Asa As lL� 1 3 MIT RC / \:f V' O :E, 14 N , !y4 I \\ �\ 11 •� _ , E �� �{ 'N s \ A ��! .W� STY m -"Y}be0r b • 1_ a -R[era l-. r i �I, Y '� dQ� P k: 1 •°. d� e FAR er v V� �`� � 9 I (a Y - ♦ L IT/ 15 Orr; I i ti \ // A Loesler TDCM J Pt - - -,� I` ✓� BEVERB` HARBOR e. ora= �lM a -t s3� <°J �S< / t�' C fte� •3 r T Jr FIT S o TIdaF; �6 e � T Q � ti Tldat U G a �Wr, ♦ �� r�� � l �o Fixt, G �I �I M1 �.� I 1 Fd1. � - O + ♦ r, �� �x. � �r'Jx- t yme o ®s I �e.RiN d c n '. sa 'A' ll .. irxer- o A rr — �/Q ti�F�<,Noc a ,�' 7�� `♦ ) f s:�l t 0 'I, V��, s. x ickerihe 0] .v, Pt a .t �� - 9A. ml couq 0 555SSvJJJJJ / l�a nerd %�j' r"rP°� i �e. -HLAMRR fa w udi orl P � 'I� � .,1[ �� rl)S '. b V � �u iN•�ye 140 a R 1v N 361 rrvN¢r nrl SCALE 1:25000 swA sco rz.a d �AET p0^ 1 MITI ROAD CLASSIFICATION IooO. o _ loon 2P00 300o a000 soo0 s000 rood FEEL Primary highway, Light duty road,hard or -�� hard Surface Improved Surface _ [ _ s o 1 xlEon[ree Secondary highway. C-3=c-CZE T.'3 CONTOUR INTERVAL 10 FEET hard surface Unimproved road r - _ -- NATIONAL GEODETIC VERTICAL DATUM OF 1929 "'----'�. ` Interstate Route 0U.S.Route OSfafe Route DEPTH CURVES AND SOUNDINGS IN FEET-DATUM IS MEAN LOW WATER MASS _ ME BEIAIIONS.11 BETWEEN TIE Two DATUMS R VARIABLE SVONELIN[ ....N AT NESENIS THE A PRO.IMAIr FINE Of MEAN -TH WATER THE MEAN RANGE Or TIDES A1TINTA 1111 Y 111, [HIS MAP C.OMPLIFS WITH NAIIDNAI. MAI` ACCURACY ', ANDAROS QUAD. I:CAIIDN SALEM. MASS. NORTHEASTERN CONSULTING FORESTRY SERVICES Land Management•Timber Sales Environmental Evaluation &Planning P.O. Box 294 • Lowell, MA 01853-0294 Tel. (508)453-7471 Fax(508)453-0979 WETLANDS REPORT FOR R. J. KELLY COMPANY SALEM, MASSACHUSETTS On January 24, 1495 Kevin P. Garneau and Leo Garneau inspected a site fronting on Marlborough Road in Salem,Massachusetts to ascertain the existence of wetlands as defined by Massachusetts General Law, Chapter 131, Section 40, (Massachusetts Wetlands Protection Act.) Upon examination of the site the following resource areas were determined to exist on the site: 1. Stream 2. Bank associa)ed with stream 3. Land Under Waterbody associated with stream 4. Bordering Vegetated Wetland associated with stream The site is also in the buffer zone to those resource areas that require a buffer zone. Bordering Vegetated Wetland Boundary Stations were marked with strips of orange glo flagging and numbered IA through 10A, 1 through 4, 1B through 413. The strips of flagging represent points where fifty percent, or greater, of the vegetational community consists of upland species as defined in the Massachusetts Wetlands Protection Act M.G.L. Chapter 131 Section 40, 310 CMR 10.55(2). At each of these stations, a record of the vegetational community was taken to verify the fifty percent line. Between each of the stations,the vegetational community was checked as to the consistency of the community in relation to the stations community. LEO GARNEAU KEVIN P. GARNEAU PRESIDENT FIELD TECHNICIAN Common Name Latin Name USFW Indicator Flag 1B Common Reed Phragmites australis FACW Wetland grasses Rose Rosa Spp. Flag 2B Rose Rosa Spp. Upland grasses Wetland grasses Willow Salix Spp. Purple Loosestrife. Lythrum salicaria FACW+ Rough Stemmed Goldenrod Solidago rugaso Flag 3B Apple Malus Spp. Upland grasses Rose Rosa Spp. Touch-me-not Impatiens Spp. FACW Flag 4B Rose Rosa Spp. Purple Loosestrife Lythrum salicaria FACW+ Upland grasses Flag 1 Red Maple Acer rubrum FAC Sensitive Fern Onoclea sensibilis FACW Rose Rosa Spp. Willow Salix Spp. Upland grasses Cinnamon Fern Osmunda cinnamomea FACW Flag 2 American Elm Ulmus americana FACW- Purple Loosestrife Lythrum salicaria FACW+ Sensitive Fern Onoclea sensibilis FACW Upland grasses Cinnamon Fern Osmunda cinnamomea FACW Flag 3 Gray Birch Betulapopulifolia FAC Rose Rosa Spp. Sensitive Fern Onoclea sensibilis FACW Upland grasses Flag 4 Rose Rosa Spp. Purlpe Loosestrife Lythrum salicaria FACW+ Sensitive Fern Onoclea sensibilis FACW Upland grasses Flag IA Red Maple Acer rubrum FAC Black Cherry Prunus serotina FACU Common Buckthorn Rhamnus cathartica Japanese Barberry Berberis thunbergii FACU Rose Rosa Spp. Flag 2A Red Maple Acer rubrum FAC Rose Rosa Spp. Touch-me-not Impatiens Spp. FACW Common Buckthorn Rhamnus cathartica Norway Maple Acer platanoides Alternate Leaf Dogwood Comus ahemifolia Flag 3A Rose Rosa Spp. Purple Loosestrife Lythrum salicaria FACW+ Red Maple Acer rubrum FAC Wetland grasses Upland grasses Sedge Carex Spp. Flag 4A Rose Rosa Spp. Sedge Carex Spp. Upland grasses Wetland grasses Flag 5A Rose Rosa Spp, Staghom Sumac Rhus typhina Touch-me-not Impatiens Spp. FACW Upland grasses Flag 6A Touch-me-not Impatiens Spp. FACW Rough Stemmed Goldenrod Solidago rugaso Red Maple Acer rubrum FAC Upland grasses Flag 7A Common Buckthorn Rhamnus cathartics Red Maple Acer rubrum FAC Sensitive Fern Onoclea sensibilis FACW Flag 8A Sensitive Fern Onoclea sensibilis FACW Purple Loosestrife Lythrum salicaria FACW+ Upland grasses Flag 9A Sensitive Fern Onoclea sensibilis FACW Common Buckthorn Rhamnus cathartica Staghom Sumac Rhus typhina Upland grasses Flag IOA Arrow-wood Viburnum dentatum FAC Rose Rosa Spp. Upland grasses Purple Loosestrife Lythrum salicaria FACW+ GC..Zo Leo Gameau Kevin P. Gameau President Field Technician 310 CNR 10.99 DFP PJe r+o. (To be p—Mod by DES qA Form 3 City/Town Salem -*1 /11(19 Appli=t R.S. -Kelly Company Commonwealth ®Bp Department of of Massachusetts Defense United States Notice of Intent of America Under the Massachusetts Wetlands Protection Act, O.L. c. 131, 54W' ,' and Application for a Department of the Army Permit Part It General Information - - 1. Location: Street Address 127 Marlborough Road, Salem,, MA 01970 Lot Number Assessors Map 9, Lot 270 t 2. Project: Type New Constr. Description Construction of roadway and infrastructure system with attendant drainage facilities and single family homes serviced by municipal sewer and water. e 3. Registry: County Essex Cu=rent Hook 5262 t Page 573 certificate (if Registered Land) N/A _ 4. •Applicant R.J. Kelly Company Tel. (617) 272-2899 Address 55 Cambridge Street, Burlington, MA 01803 5. Property owner Joseph[ A. & Ida A. Furnari Tel. (508) 745-6660 Address 127 Marlborough Road, Salem, MA 01970 6. Representative John R. Keilty, Esquire Tel°.� (508) 531-7900 Address 40 Lowell Street, Peabody, MA 01970 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? Ka Yes U No ❑ b. Has the fee been submitted? Yee No ❑ C. Total Filing Fee submitted Twenty Five Hundred ($2,500.00) Dollars d. City/Town Share of Filing Fee $1,262.50 state Share of Filing Fee $1,237.50 (sent to City/Town) 0, of fee in excess of $25, sent to DEP) .e. Is a brief statement attached indicating how the applicant calculated the fee? Yes ❑ No 3-1 Effective 11/20/92 8. Have all obtainablo permit;, variances and approvals required by local by-law been obtained? Yea ❑ No Q obtained Applied eor: Not Applied For: Definitive Subdivision Sewer Extension Permit Plan Approval Building Permits Cluster Special Permit': Wetland Overlay Special Permit 9. in any portion of the site subject to a wetlands ggstrictign order pursuant to G.L. C. 131, 540A or G.L. C. 130, g105? . Yee LJ No U 10. List all plans and supporting documents submitted with this Notice of Intent. Identifying Number/Letter Title, Date A Definitive Subdivision Plan, The:- Enclave, Salem, MA. , prepared for R.J. Kelly Company by Eastern Land Survey Assoc. , Inc. , dated February 21, 1995. B. Locus Map C. Hydrolic Calculation prepared by Eastern Land Survey -- --- Assoc. , Inc. ----- - ------ -- D Wetlands Report prepared by Northeastern Consulting Forestry Services. 11. Check those resource areas within which work is proposed: (a) ® Buffer zone (b) Inland: ❑ Bank* Land Subject to Flooding ❑ Bordering vegetated wetland* ❑ Bordering ❑ Land Under water Body L waterway* ❑ isolated (c) Coastal: ❑ Land Under the ocean* ❑ Designated Port 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. 3-2 12. is the projest within estimated habitat which is indicated on the most recent Estimated Habitat Nap of state-Listed Rare Wetlands wildlife (if any) published by the Natural Heritage and Endangered species program? YES [ ] No [ X ) Date printed on the Estimated Habitat Nap NO NAP AVAILABLE [ ] (if any)__. 1993 Peabody (Property Shows) 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 [ X ] If yes please attach evidence of timely mailing or other delivery to the Natural Heritage and Endangered species Program. Part II: 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 Vegetation A - Sh. 3 _ Topography A - Sh. 3 Open water bodies(including ponds and lakes) A.- Sh. 3 Flowingwater bodies (including streams and rivers) A - Sh. 4 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 A - Sh. 3 Boundaries of resource areas checked under Part 1,' item 11 above Other Han-made Features: A - Sh. 3 Structures (such as buildings, piers, towers and headwalls) A - Sh. 3, 4 & 5 Drainage and flood control facilities at the site and immediately off the site, including culverts and open channels (with inverts) , dams and dikes A - Sh. 4 subsurface sewage disposal systems A - Sh'...4 & 5 Underground utilities 3-3 A - Sh. 3, 4 & 5 Roadways and parking areas A - Sh. 2 Property houncrrie4. 3as•::aents and rights-of-arty 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) A - Sh. 3, 4 & 5 Planview and Crone Section oft Structures(such as buildings, piers, towers and headwalls) A.- Sh. 3 & 5 Drainhge and flood control facilities, including culverts and open channels(with inverts) , dams and dikes A - Sh. 4 & 5 subsurface sewage disposal systems & underground utilities N/A Filling, dredging and excavating, indicating volume and composition of material N/A Compensatory storage areas, where required in accordance with Part III:, Section 10.57(4) of the regulations. N/A wildlife habitat restozation or reuiicaticn areas Other Point Source Discharge N/A 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-devel opment 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-developnent rate of infiltration contributing to the resource area checked under Part I, item 11 above; <. Estimated water quality characteristics of pre- and post-development run-off at the point of discharge. 3-4 Part IV: Mitigating Measures i Ilea iv, ^c.oletely rr. arcurately descrr'�e, with reference to supporting plans and calculations where nrcessar)•: (a) All measures and designs proposed to meet the performance standards set forth under each . resource area specified in Part It or Part III of the regulations; or • (b) why the presuiptions set forth under each resource area specified in Part 11 or Part III of the regulations do riot apply. r ❑ Coastal Resource Area Type: Identifying number:or ® Inland letter of support documents Not Applicable-. ❑ coastal Resource Area Type: Identifying number or ❑ Inland letter of support :. documents 3-5 ❑ coastal Resource Area Type: 'denti.lying number or ❑ inland letter of support documents Not Applicable 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 tomeet rho performance standards est!blished for th= adjaLenr resource area, specified in Part :I or Part III of these regutati..ns. _ ❑ coastal Resource Area Type Bordered identifying number or Inland By 100-Feet Discretionary Zone: Stream letter of support documents Erosion control barriers will be installed as A - Sh.13 . shbwn and described on the plan to protect the resource area 3-6 Part vs Additional Information for a Department of the�'krmy -Permit 1. COE Application No. (to be provided by COE) 2. (Name of waterway) 3. Names and addresses of property owners adjoining your property: See attached sheet. 4. Document other project alternatives (i.e., other locations and/or construction mettods, particularly those that would eliminate the discharge of dredged or fill material into waters or wetlands) .; 5. 8A- 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 consistent 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 � �e, to t 1@ best of my knowledge. . 4/20/95 Signature of plican Date 4/20/95 6 Sig tuts of �ic 's Representative Date FORM Excipti on to ENO form 4345 approved by NOUSACE, 6 May 1982" NED 100 (TEST) 1 MAY 82 "This docunent 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 Sudget(OMB) has approved those questions required by the US Army Corps of Engineers. OMB Nurber 0702-0036 and expiration date of 30 Septedmr 1983 applies". This statement will be set in 6 point type. 3-7 FELING FEE CALCULATION WORKSIiEET plants, roadways/driveways NOT subject to 310 CMR . 30.53(3a) SHALL NOT BE SUBJECT'.TO ADDITIONAL FEES CATEGORY 1 $55 PER ACTIVITY f Nd if said activities are reviewed under a SINGLE NOI A. Existing House/residential lot (addition, deck, C. Construction of. EACH ROADWAY/DRIVEWAY within the garage,pool, shed,or DRIVEWAY) Buffer zone or Coastal Floodzone NOT reviewable under 310 CMR 10.53 Cie) and NOT associated with a SFH 8. Site Preparation (removal of vegetation, exca-- D. HAZARDOUS WASTE CLEANUP (except as noted in vetion grading where home construction isn't category 4) proposed under this NOI) 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 CMR A. EACH WETLAND FILLING/CROSSING LIMITED PROJECT _10.53 (4) other than 1C above ACCESS ROADWAY/DRIVEWAY under 310 CMR 10.53 (3e) E. SEPTIC SYSTEMS or-any part thereof/repairs, associated with COMMERCIAL, INDUSTRIAL, INSTITU- replecement, UPGRADING — TIONAL DEVELOPMENT OR RESIDENTIAL SUBDIVISION CONSTRUCTION. (-see category 2g for SFH driveways") F. Monitoring Wells/well —— B. Flood Control Structures (construction, REPAIR, G. New, Agricultural/Aquacultural and/or modification) projects. —— TOTAL CATEGORY 1 ACTIVITIES C..LANDFILlS-public h private CATEGORY 2 $250 PER ACTIVITY D. SAND 8 GRAVEL OPERATIONS A. EACH NEW single family house (SFH) INCLUDING 2500 10 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 10.53(3e) if reviewed under a SINGLE NOI - - B. Parking lot/ ANY size — G. BRIDGES (construction, reconstruction, expansion,_ C. Beach Nourishment maintenance) ASSOCIATED with a SFH lot D. Coastal Activities pursuant to 310 CHR 10.24 (7a-c) including 7a-Electric Generation Facilities, 1. ALTERATION Of RESOURCE AREA A diversion of water 7b-Public Utilities, 7c-Coastal Limited Projects associated with HAZARDOUS WASTE CLEANUP, no Including REPAIR/MAINTENANCE of EXISTING piers, mosquito control buildings culverts, etc. wos V projects, or for ANY OTHER PURPOSE NOT EXPRESSLY IDENTIFIED ELSEWHERE IN THIS FEE SCHEDULE E. LIMITED PROJECT ACTIVITIES pursuant to 310 CHR J'. DREDGING ACTIVITICS not associated with a NEW 10.53 (a-d) AND 310 CMR 10.53 (f-1) per footprint F. Control of ,Nuisance Vegetation Under 310CMR dock, pier or other structure described In category 5 10.53(4) -other than on a SFH lot TOTAL CATEGORY 4 ACTIVITIES G. EACH WETLAND DRIVEWAY CROSSING'associated with _ a SFM pursuant to 310 CMR 10.53(3e) CATEGORY 5 $2 PER LINEAR FOOT; TOTAL FEET NOT TO BE LESS M. ANY point source discharge THAN $50 NOR MORE THAN $1000 I. ANY OTHER ACTIVITY not described in categories A• Construction, reconstruction, REPAIR, or replace-_ _ g° — ment of DOCKS, PIERS, REVETMENTS, DIKES, or other 1,3,4 8 5 engineering structures on COASTAL or INLAND RESOURCE J.. Raising or lowering WATER LEVELS _ AREAS including the placement of RIP-RAP or other TOTAL CATEGORY 2 ACTIVITES 2500 10 material on coastal or inland resource areas CATEGORY 3 $525 PER ACTIVITY TOTAL CATEGORY 5 ACTIVITIES A. SITE PREPARATION for ANY development other than T019 FILING FEE CALCULATED $ 2,500.00 for--a SFA INCLUDING rcmmovel of vegetation, excavation d grading when actual conaCrudtion is PERSON-CALCULATING FEE SCHEDULE. (Print-Name) NOT-proposed under this NOI _ JOhh-iR. Keilty, Esquire . 8. CONSTRUCTION OF TACH BUILDING within-commercial, _ _ ADDRESS 40 Lowell Street, Peabody, MA 01960. industrial, institutional; or apartment/condo/ TELEPHONE NUNBE (508) 531-7900 townhouse type of development,. ANY PART of which is in a BUFFER ZONE or RESOURCE AREA. Associated SIGNATURE DATE 4/25/95 activitieas 'site preparation ratention/detentlon basin construction,septic systems, parking lots, - . . utilities, point source discharges, sewerage treatment NOTICE OF INTENT FEE TRANSMITTAL FORM DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF WETLANDS AND WATERWAYS NOTICE OF INTENT (NOI) APPLICANT: PROPERTY OWNER: Name John R. Keilty, Esquire Name Joseph'.:Aa & Ida A. Furnari 40 Street 40 Lowell Street street 127 Marlborough Road City/Town Peabody city/Town Salem State MA zip code 01960 State MA zip code 01970 Phone Number (508) 531-7900 PROJECT LOCATION: Street%Lot Number 127 Marlborough'.iRbad City/Town Salem .. DEP FILE NUMBER (if available) . NOI FILING FEE DISPUTED FEE Total NOI Filing Fee: $ 2,500.00 Total Diputed Fee: $ (as determined in Notice of State Share of f; .inc fee: $_ 1,237.50 _- Insufficient Fee letter: Fr:.m ( 1/2 of fee in exce:;s of $25 .00) conser ation c-=.iissior.) City/Town share of State Share of Fee: $ Filing Fee: $ 1,262.50 (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 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. 11/2'0/92 DATE INVOICE AMOUNT 5-20 JOHN R. KEILTY 110 COUNSELOR AT LAW 40 LOWELL STREET Et N° 5446 PEABODY, MASSACHUSETTS 01960 PAY "Zp/00 DOLLARS AMOUNT _;.. DATE ._TO THE ORDER. F. . .. .... .._....__ ..GROSS AMT. -_. ., . .DESCRIPTION ..-.,. . _-. .. .NET AMOUNT Mu �,'>,,.ShOWR1Ut -SHAWMUT BANK,N.A. • 111005446R■ 1:0 L L000 2061: 50 06?68 -•rl'r # DATE INVOICE AMOUNT 5-20 JOHN R. KEILTY 110 - COUNSELOR AT LAW - i# 40 LOWELL STREET N 5445 PEABODY, MASSACHUSETTS 01960 PAY AMOUNT, t DOLLARS TE TO THE ORDEfl OF .GROSS AMT. - DESCRIPTION /�— - NET AMOUNT . A �" t YW ukg-intf IY 4.y 'Ql i4 - + .SF' i» . SI1QWt1.1Ut -SHAWMUT BANK,N.A. '; ;y17-`• Ii'005445D■ i:O L L000 206l: 50 06 8 8u• �. Professional Land Surveyors 8 Civil Engineers ESSEX SURVEY SERVICE 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD 8 WEED 1885 - 1972 ENVIRONMENTAL IMPACT STATEMENT FOR THE ENCLAVE SUBDIVISION IN SALEM, MASSACHUSETTS MARCH 1995 PREPARED FOR: R. J. KELLY COMPANY 55 CAMBRIDGE STREET BURLINGTON, MASSACHUSETTS 01803 N a ' R CIa on A e orin '•1 IVIL LO tin�5� ram. S' 104 LOWELL STREET PEABODY, MASS.01960 (508)531-8121 FAX:(508)531.5920 INTRODUCTION Purpose of Report The following Environmental Impact Statement has been prepared to supplement the filing of a Definitive Subdivision Plan for The Enclave, in Salem, Massachusetts. The report presents, in narrative manner, discussions of all appropriate items required by Appendix A of the Salem Subdivision Regulations, together with appropriate engineering calculations for the various systems intended to serve the proposed Subdivision. Scope of Report The Environmental Impact Statement for The Enclave provides information relative to the following: Natural Environment Man-Made Environment Public Facilities Community Services Human Considerations The document relies upon field investigations of the site, data on file with the office of the Salem City Engineer and the Salem City Planner and acceptable engineering practice in the Commonwealth of Massachusetts. General Description of Site The site of the proposed Enclave Subdivision is located in the west central portion of Salem, Massachusetts on the westerly side of Marlborough Road. A small portion of the site is located in Peabody. The site consists of a total land area of 8.26 acres and is bounded to the north by various properties on Home Street, to the east by Marlborough Road and to the south and west by land. of the DiBase Salem Realty Trust. The site is shown as the greater portion of Parcel 270 on Salem Assessors Map 9. The site slopes from Marlborough Road toward the Strongwater Brook which flows northerly across the site. Elevations on site range from 80 to 52 feet above the Salem datum. Site slopes are in the typical range of two to ten percent with maximum slopes of twenty percent occuring near the existing dwelling (area of Lots lA and 8). Vegetation across the site is primarily characterized by open field with areas of trees and brush found along portions of Marlborough Road and Strongwater Brook. The location of the site is illustrated graphically on Figure 1. Details as to site boundaries, abuttors and the like are shown on Sheet 2 of the Definitive Plan. Existing topographic conditions are shown on Sheet 3 of the Definitive Plan. • Boa4om IBM ftmy Q20DN9510�6 2m. B C D E F G H FIGURE I LOCATION PLAN " 1" - 1200' '01- I _ ' O SITE PEABODY •• �T RESERVOIR y -- - -�-- t=- - L� HIGH scM &5 I C OV _1 / I HIGHLAND PARK 1 t CGH _ -- V ' -R-- R3 iiiuuu RJ IR3 'RI' I _ General Description of Proposal The proposed Subdivision of The Enclave is compromised of the isconstruction of a new roadway bisecting the site. The new street will serve sixteen (16) new single family dwelling lots. The lots range in size from 7250 square feet to 13,306 square feet and comprise a Cluster Residential Subdivision. All proposed house lots will be served by extensions of existing municipal water and sewer systems. Telephone, electric and cable television service will be provided to all lots by means of an underground system. Storm drainage facilities will be constructed in accordance with the Planning Board Regulations and will discharge into Strongwater Brook, which flows northeasterly across the site. • • Qa�QOPfiI �a©Cl ��3D0� ��©0(3�040� B00o NATURAL ENVIRONMENT . Air The primary potential for dust from the site will be during the construction of the roadway and utilities. Dust control, through surface wetting with water, will be practiced as necessary. No measureable amounts of odor or smoke are expected from the sixteen (16) single family homes proposed for the site. the site is adjacent to existing residential neighborhoods to the north and east while property to the west and south of the site is currently vacant. Prevailing winds are from the northeast and east. Land Existing topography on site varies from 80 to 52 feet above the Salem City Datum. The site slopes from its eastern boundary toward the west (Strongwater Brook). Surface slopes generally' range from two to ten percent. No percolation tests were performed since the property is to be served by an extension of the municipal sewerage system. The portion of the site which will be permanently affected by the proposed Subdivision is approximately 4.4 acres. Developed characteristics are projected as follows: • Roadway and driveway areas: 0.87 ac or 10.5% Dwellings: 0.45 ac or 5.5% Lawn Areas: 3.08 ac or 37% Areas to remain natural: 3.88 ac or 47% Sheet 3 of the Definitive Subdivision Plan depicts proposed grading characteristics of the site. Energy Electric energy will be supplied by Massachusetts Electric Company to the sixteen (16) proposed single family dwellings by means of an underground distribution system. Heat will likely be provided to the homes by mans of oil fired furnaces. Heating oil storage tanks will be located in the basement of each dwelling. No natural gas distribution system is planned for the Subdivision. • 250bm IBM OOTNV 0�3400�OQOa, IIIIoo Noise . Noise levels will only increase noticeably during construction of the roadway, utilities and individual hones. Working hours will typically be from 7:00 AM until 5:00 PM, Monday through Saturday. Local Flora and Fauna Areas of the site along portions of Strongwater Brook and Marlborough Road are lightly wooded with deciduous varities of trees and brush. The major portion of the site is a field. New lawns and plantings will be established on the individual lots. Lot 17 (The Common Area) will remain in its natural state. Wildlife on site consists of small mammals and songbirds. Such species will be temporarily displaced by construction but will typically re-establish their habitats following completion of the work. There are no known rare or endangered species found on or immediately adjacent to the site of The Enclave. Water and Wetlands The site has been investigated by Leo Garneau, of Northeastern Consulting Forestry Services, in order to determine the boundaries of resource areas as defined in the Massachusetts Wetland Protection Act. The resource area boundaries are depicted on Sheet 3 of the Definitive Plan and the Wetlands Report may be found in Appendix E. Specific protection of the interests of the Wetlands Protection Act as apply to the various resource areas existing on site will be the matter of a Notice of Intent filed with the Salem Conservation Commission. A summary of the effects of storm drainage facilities upon the resource areas on site is presented in a subsequent section of this report. Erosion control facilities will be installed as depicted on Sheet 3 of the Definitive Plan prior to the commencement of other activities. The erosion control will be maintained throughout construction of the Subdivision. If necessary, silt dams will be placed around catch basins until permanent vegetative cover is established on the site. BaaQo� �a©d �apoo� �a�oo�o0oa� II000 MAN-MADE ENVIRONMENI Land Use and Zoning The site of the proposed Enclave Subdivision is located in an R-1 and R-C, Residential, Zoning District. Surrounding properties are residential in character. Property to the west of the site is undeveloped. No public open space or common areas exist on the site. The proximity of the site to area schools is presented in a subsequent section of this document. Density At the time of preparation of the Environmental Impact Statement, specific plans for proposed homes are not available. Projected developed characteristics are as follows, for the individual dwellings: Type: wood frames on concrete foundation, two and one half stories Number of bedrooms: 3 to 4 Ground Coverage: 1200 to 1500 square feet Parking: 2 spaces, minimum Zoning Present zoning designation of the site is R-1 and RC. Within the R-1 District, single family dwellings are permitted on 15,000 square foot lots having a minimum width of 100 fet. Within the . R-C District, single family homes on 80,000 square foot lots having a minimum width of 200 feet are permitted. The Developer has elected to apply to the Salem Planning Board for a Cluster Residential Development as described in Section 7- 14 of the Salem Zoning Ordinance. The opportunity for reduced frontage and area of the proposed building lots would allow for the establishment of permanent open space along Strongwater Brook, would reduce the amount of roadway construction, would diminish the total land area disturbed by potential development and would reduce direct alteration of wetland resource areas on site. • Boa4o� �aod fop©o� �a©oo�aQoa� IIoo. A summary of the proposed characteristics of The Enclave Cluster Residential Subdivision follows: Characteristics Required Proposed • Total Parcel Area 5 acres 8.26 acres Structure Height 2.5 stories 2.5 stories Minimum Open Space 20% 43.6% (1.652 ac) (3.601 ac) Amount of Open Space Not wetlands or slopelands 50% 50% (.826 ac) (1.8 ac) Minimum Lot Area - 7250sf Minimum Lot Width - 40 ft. • Boa4o� G�a©d �opoo� �a�oo6aQcaa9 II000 PUBLIC FACILITIES • Water Supply, Flow, Pressure and Distribution A connection to the existing twelve inch water main in Marlborough Road is proposed to serve the proposed Subdivision by means of a new eight inch diameter water main. Consumptive demand for the sixteen (16) proposed dwellings is projected to be 7040 gallons daily and an instantaneous peak of thirty gallons per minute. Available fire flow is projected to be in excess of 1000 gallons per minute. A fire hydrant is proposed in each cul- de-sac to allow for flushing of the main as well as to provide fire protection for the proposed dwellings. Sanitary Sewerage The sixteen (16) dwellings are projected to generate an average daily wastewater flow of 7040 gallons. Wastewater will flow by gravity to the existing sewer pump station on Home Street. The adequacy of the Home Street pump station will be investigated through the office of the City Engineer during the review process. Calculations for the proposed sanitary sewer system may be found in Appendix A. Storm Drainage Facilities The developed portion of The Enclave Subdivision is to be drained • by a series of piped catch basins and manholes. That system has been designed for a ten year recurrence interval storm and is in compliance with the requirements of the Salem Planning Board. The drainage system will discharge into the waterway which traverses the site from Marlborough Road to the Strongwater Brook. The drainage system details are illustrated on Sheets 4 and 5 of the Definitive Plan. Calculations for design of the street drainage system are presented in Appendix B. The waterway crossing the site receives runoff from some 40 acres lying to the east of the site. The waterway is to be stone lined between the lanes of Terri Lane (the Subdivision entrance) in order to minimize alteration of existing hydraulic characteristics. At the intersection of Furnari Way and Terri Way, a 36 inch diameter reinforced concrete culvert is to be installed. That culvert is of adequate size to conduct the runoff from a 100 year storm as evidenced by the computations presented in Exhibit C. • Bo�4o� �+aad �opaa� ��©oo�aQoa� Boon Runoff from the site as well as tributary areas upstream of the site flows to the Strongwater Brook. Computations for preconstruction and postconstruction hydrologic characteristics • have been performed utilizing methodology presented in the United States Department of agriculture, Soil Conservation Service, Technical Release 55. The results of those calculations are summarized as follows: STORM PEAK RUNOFF (CUBIC FEET PER SECOND) RECURRENCE INTERVAL PREDEVELAPMENT POSTDEVELAPMENT 10 YEAR 2 6 100 YEAR 9 18 Although it is readily ascertained that the development of the site will result in a net increase of runoff from the site, that increase is not expected to negatively impact the Brook for the following reasons: A. At the point where Strongwater Brook exits the site and enters Peabody, it receives runoff from a watershed area of some 450 acres; B. Runoff from the site will concentrate to its peak rate • much sooner that will runoff from the entire watershed. It is thus expected that such increased site runoff would result in negligible impact during the time of peak flow from the entire watershed. Traffic Facilities The individual lots comprising the proposed Subdivision are to gain access to Marlborough Road by means of two proposed ways. Terri Way will connect Marlborough Road to Furnari Way, which will serve the individual lots. Terri Way will consist of two, one-way, eighteen foot wide lines, with a drainage course, protected by guardrails, separating the lanes. Furnari Way will be a two way road with a paving width of twenty four feet. Furnari Way will terminate in a cul-de-sac at each end. The paved diameter of the proposed cul-de-sacs is to be eighty six feet. Sidewalks are to be provided on each side of both new streets. • Bo�4o� �aad �oQoo� o�aoo�a4oa� IIoaa According to the publication "Trip Generation", by the Institute of Transportation Engineers, the sixteen (16) single family homes are expected to generate a total of 160 vehicle trips per day. In the morning peak hour it is projected that 9 vehicles will leave the site and 3 vehicles will enter the site. In the afternoon peak hour, 10 vehicles would be expected to enter the site and 6 vehicles would leave the site. No measureable impact upon adjacent streets or traffic characteristics is expected as a result of the proposed Subdivision. Observed sight distances at the proposed intersection of Terri Way and Marlborough Road are in excess of 400 feet. A minim= of two off-street parking spaces will be provided on each individual dwelling lot. Calculations for proposed traffic generation are given in Appendix D. Refuse Disposal The sixteen (16) proposed homes are expected to generate 13 tons of household refuse annually. Collection will be by the municipal contractor. Electric Power . Electric power will be installed underground in the proposed Subdivision, in accordance with the requirements of the Massachusetts Electric Company. Gas No natural gas piping is proposed with The Enclave Subdivision. BBRII(D W I&MM gmmy Joao HUMAN CONSIDERATIONS Aesthetics and Visual Impact The proposed Subdivision of The Enclave will be in harmony with the residential character of the surrounding neighborhood. Existing natural areas on the westerly portion of the site will be undisturbed, this providing a natural buffer along that boundary and preserving some 3.6 acres of open space. The proposed sixteen (16) single family homes are not expected to result in any adverse effects nor interfere with views from or across the site. No portion of the site is currently available for public use, nor are any public recreational or open space areas located immediately adjacent to the site. Public Health No long term impacts upon public health are expected to occur as a result of The Enclave Subdivision. Noise levels will increase during construction, but hours of such construction will be controlled to minimize disturbance of the neighbors. No measureable changes in air or water quality will result from the proposed construction. A rodent control and elimination program will be instituted by a qualified technician prior to commencement of any construction activities. • Ba�Qo� L�a©d �apoo� Oa©oo��Qoa� �000 COMMUNITY SERVICES • Schools The proposed Subdivision of The Enclave is located, as follows, relative to area schools: Facility Distance Witchcraft Heights School 0.8 miles Middle School West 2 miles Salem High School 1.4 miles The sixteen (16) proposed homes would be expected to contain one school aged child. If all new homeowners were to locate in the proposed Subdivision from areas other than Salem, a total addition of sixteen (16) students to the school population might be expected. Such an addition is not expected to result in a negative impact upon the Salem School System. Recreation No recreational facilities, public or private, exist upon the site of The Enclave Subdivision. 3.6 acres of the site will be preserved as open space. Police • A typical population of four persons per dwelling would be expected for the homes in The Enclave Subdivision, resulting in a total projected population of 64 persons in the Subdivision. If each residence garaged two motor vehicles, a total of 32 vehicles would be kept within the Subdivision. Fire A total of sixteen (16) single family dwellings will be located within The Enclave Subdivision. It is anticipated that the new dwellings will be wood framed structures on concrete foundations with asphalt shingle roofs. As discussed in a previous section of this document, a total available fire flow in excess of 1000 gallons per minute is projected within the proposed Subdivision. 0 Bo�Qo� G�aad �op�o� D©�oo�oQoa� noon Public Works The following physical characteristics for Public Works . maintained facilities are proposed in connection with The Enclave Subdivision: Lineal Feet of Public Roadway: 630 Lineal Feet of Street Drains: 255 Lineal Feet of Sanitary Sewer: 552 Lineal Feet of Water Main: 680 • B880gwo Moo L aMnw �a©oo�o40� poop APPENDIX A SEWER CALCULATIONS •�aa4o� G�and �apoo� �a�oQtlaooao II000 EASTERN LAND SURVEY ASSOCIATES, INC. �08�-u�cNARI Es r g-r6i �10310 Christopher R. Mello PLS SHEET NO. OF Z 104 Lowell Street CALCULATED BY -111r+1 DATE 3-�S PEABODY, MA 01960 . (508) 531.8121 CHECKED BY Cam` DATE SCALE .. _. E$Iro+J pe.Vk �6�2oorrlS PEa 17�JEa>a �l�'. . 4 110 3• Q ........ ..__._yylm kloC ��.. CgpR �5 PVC S rxm.F1 0 ►- a o -ro Sv.n 1+.SS, C� ! Ld-rs i—► ow Gx 7"40 Qb?D .rwc, .... __ �En�c. ��,ovJ�• , ZCo4o x3 = �1g20 6VD , PV.61, 1NS-toy-toucoug Qcati _ rl`_'120/ C►2x`�++ a 11 G�Pm oz4S _cpa r Cr�Pgctz� . CQ = VA 1. 0 4FS . Z. S*Y+►1 Ii55 �a SwnN 4,+ oco ..._.. Tr'[.O�.J .=..... 1 � X.. � X\_I O c _ta••400 'roPD �NS-+yJ7or16ot)S Q6a.r. 1.325]O/�IZX,�oo' _ \ep• 3 copv T� 0. aoCe PPS.... . vxoD,uoratt iismob snm.i .i�PoEEN�®®iz..GMM,Wh 01471.TR0Fd9fPFEAEmu ERE 1a 22n W JOB �=1 ell 1 o EASTERN LAND SURVEY ASSOCIATES, INC. Christopher R. Mello PLS SHEET NO. 2 OF Z 104 Lowell Street CALCULATED BY aF►h1 DATE 3 N PEABODY, MA 01960 (508) 531.8121 CHECKED BY GdT �\ DATE SCALE SA*►►TA,Q SWC-1Z ;co►.cJL4'11u�IS 3 . S.Inn 44 0 o.. --to ,_�Yls .,, smH 5 8Z 4 x1►o Es8 fo�g0 ropA Iwls tiaN fAO,EOi�S TW.-P ►-_�OvJ 1� $00/(12. 40� O Co Gt=9 g PYC S = 0 .00c� w cA.P.oeIT = 1. p cFg di `/Sr c- _ z9i rPs . BNpKT4 I(SIK4SWffi41 W .01111.to0 ,rMEDLLFAEEI-000.ffi APPENDIX B STREET DRAINAGE CALCULATIONS • Ba�Qo� �+aod �oQoca� ���oo�aQoao II000 EASTERN LAND SURVEY ASSOCIATES, INC. JOB M:ja ckmct- tyf- F10316 Christopher R. Mello PLS SHEET NO. OF 104 Lowell Street CALCULATED BY -1Hrm DATE PEABODY, MA 01960 -� • (508) 532.8121 CHECKED BY ��N^� DATE K SCALE _Sleae. t �,.CL. 6r eR?-CJL, A-tlOf�lQj A . Cp tt�F 53tao N.1 ..Oo .do. C+ .0 .� �c..� 10 .•.,�y ...L.1O 3 .....4.3 ....... ...... ... Z!FN71 Np 1. ... fp'1�100 _= tit,C = 0.25 K -0.3 X O• 6. 0•01 ,n 0. o ►-3 ..... . • or+y zi 4.34 cPs ...... C•�8S sF) (d.54. Fps) .3.5 ce cr-5 3 CR-r- V4 gAS1N o +oo Q1sttt CQ =....,� i. c = �O.Z) (4,3)t09� = 0-.7171 -PS �z 2cp S = o .a1 n= o_,p_13 CA4/�cfz`� a 3.�(o caS ......t,� J1oc�Y � 4.54s. c .Cra-tcu %g9144 ZtICO �lc►+T. C. C. CAPiac 1-t Y 3.3co cFs ,_. At y A.s 4 r-PS PIOOOti Al iI�gk SAxtt�30-i�hEOW�0®�nc.cman.W.01471.%o &'I NETOLLREE I-0OUMS EASTERN LAND SURVEY ASSOCIATES, INC. JOB �F V.VJ c%-%ve 3= 10310 Christopher R. Mello PLS SHEET NO. 7- OF 4' 104 Lowell Street CALCULATED BY DATE 3'9� PEABODY, MA 01960 (508) 531.8121 CHECKED BY A DATE SCALE S -1fZ�z �zoari �cE CPrLcv�.�-t� oraS ... a. G 11z►a �3 n5 a�J ._ Zo�t' 710 1 esP t ..._ . �v o.Z . Vic. C= o.q_o `C co, ,r .�.a , �,o = 4.3 -COo...,.�1 cc;S ..... Z- -:TLC?;....... 5 0.0 I Yl a 0....0 ll -1 CRP4ct� 4}= Z.4S_ qc c _ o. GS _ Tc� �o ,rn;., i. 4 3 O 3. (ZkS) (4.3)(.105� .......... a, 9.06Ps ......... rxaoueixw-,ivm�smni ms.i irm.ei®®ti+=..a�om..naa.o�ni.m ome�rxaxEraLrx[[imo-a�speo S►i ve-r 3 or- q— 10-20 Drainage and Erosion Control • Table 10.7 RECOMMENDED RUNOFF COEFFICIENTS (C) FOR RATIONAL METHOD (For Surface Type) Character of Surface Runoff Coefficients Pavement Asphaltic and Concrete 0.70 to 0.95 Brick 0.70 to 0.85 Roofs 0.75 to 0.95 Lawns, Sandy Soil Flat, 2 Percent 0.05 to 0.10 Average, 2 to 7 Percent 0.10 to 0.15 Steep, 7 Percent 0.15 to 0.20 Lawns, Heavy Soil Flat, 2 Percent 0.13 to 0.17 Average, 2 to 7 Percent 0.18 to 0.22 Steep, 7 Percent 0.25 to 0.35 Table 10.8 RECOMMENDED Ca VALUES (Rational Method) (Greater than 10-Year Design Runoff) Recurrence Interval (Years) Ca 2 to 10 1.0 25 1.1 50 1.2 100 1.25 Note: The product of C x Ca should not exceed 1. Reference: WPCF Manual of Practice No. 9, Design and Construction of Sanitary and Storm Sewers. S1A r y O F y 10-22 T� Drainage and Erosion Control • 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 �`b r 2.0 b ys 1.5 qs a FREQUENCY (YRS.) t 1.0 s .9 a .7 W 6 t .5 U c .4 } F V) . Z W 2 H Z .15 J J Q 1 LL Z .09 ZZ Q .08 Q .07 .06 .05 .04 .03 .02 .01 5 6 7 8910 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 (MINUTES) DURATION (HOURS) isFigure 10-4. Intensity — Duration — Frequency Curve for Boston, MA APPENDIX C HYDROLOGIC ANALYSIS • • BoaQo� �a©d �op�o� Qaacxado4oaP Bono SOILS DATA • B5049rw Iand gmapnv a��ootl�aca� IIo�a EASTERN LAND SURVEY ASSOCIATES, INC. doe '- rm E14c►ayb 'P 102))0 Christopher R. Mello PLS SHEET No. 1 of 1 104 Lowell Street CALCULATED BY DATE 3—qS PEABODY, MA 01960 (508) 531.8121 CHECKED BY f DATE •1 SCALE Zc7rJO F Cc1RYE , 11Ur�9�fL.. pE'IEQY+>>�IQ-I►OrJS _._ Piz EceJSZRUc1 0Q .. �J011.S: _ 1-a A.RO lD 51C : C o�jr¢, term, .... .. 2c►•1 QcyxA , YY1..1 C a 2.144wc 30 . c04,S ... G tz O ..•25 Ac 5 S 13 c u 1.2 we '11 b5'.Z S 5 D 1 .4 Ac `l bZ- oZw�_..._ S.o Z"13 4.......... Ccm,n031Ze ,0N_ = z13 .4 5.0 'S�1•. s , --SC 1 .0 S-r CO 051.1Z U Cr 10 ¢c..l Area Yy%*ta.a 2.15 131. 15_ 1.2 �19•c� . 5s, P. �� .. 1.4 12►. 8 Com9o�1TE Ctcrl '_ '3'11. 3.�5•0 = r1�4• ?�� SAY 15 '_ ..... KIODIICTMI ®elm,G n.Wn.01471U ki PXWV M FREE IdOGY15bY0 ♦ I 6PEABODY ; .� < 1 t 1 , r t •I•� r b ,4 a4I r ., " a. r '' • M. l r In•1 -51 .t - Ur - UDcrc : r'r UD ` .r: >`, � r�: r/Z ` I.- t •f'a7� �u's C• Y �'. •� `S { t.. ,tAF'/ 1t R.i.T ` D 'bop„r ♦. . r 3TS HILL f .°` `/ _i ,rpy-`fir'' ,. O rl CEB :5„' e $ • _ GD � :P�i :a•n` T rr �r•� Tom' ^ t art fr � � sue- \� t d �♦4♦ r ♦ � �! '+i1 a �.Ur ' y,(,• 8 4 �k?Pf[ s A'+ B MmC"� 9 ,iY-' "d r. r',.'i`•At f w� s r t�. '. ' �"l..Ya^,. r , 'r Mi. d. D t ^,' rr t• t i n�1-r y SlM` ,�0. {i{t .6 �.s �`�. ♦ :. t 3 X MmD j)0 6O , 8,\�q�. P -1.' � ;T� F ♦• .M � F jt f s.y7l��liA� It'M1 s2► e Ale+k(' syy r . � ♦ �. g asfj.Y 't'�t . : � r HfA :KM ' .9r`.S"•IV OH�•_T 2! • 'y {5t .. Gt ♦v n P_S 5 '.if �3 J •;a d UIY.., �♦ .� j,rL „-'* T CrC t.. .f�wr "' �'15�^Q *A� J AtI'� {iALL' C HILL try r -[� AI S�N6, W Nn �r` Ni• �; 4 Z, J s � ♦ i i ` ry ' •s.. G. .^�w HUG HuD t s D '��J7 CI a T3,d.. .. ' ..t. M1 t J t f a S �'-♦sa j. ..'���I...t,k,4 .. .++ �J a F♦.' �.�. /. +t} S ,� Pi' •!�' f I•�r:r t :� `.' T.F _ .J•1.,� xN k i P _ Ur vMnB" n,` 1<� „P., '!: �/ :j° w _'„V t fly UD ♦ Str. \ Is -drnA C C i iu 9 PdC Y.' U • i , u1. r l .k r , ,'•� (Joins sheet 14) Sot1.9 VV1LsP SCALE 1:15 840 —T 3000 2000 1000 C. 1 Mile 1000 Meters 800 600 400 200 0 1 Kilometer ESSEX COUNTY, MASSACHUSMTS SOUTHERN PART NO. 11 164 Soil survey TABLE 16.--SOIL AND WATER FEATURES ding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the ext. The symbol < =we lees than; > means more than. Absence of an entry indicates that the feature is not a concern) Floodina I Hisch water table I I Risk of corrosion Soil name and (Hydro-I I I I I I (Potential[ map symbol I logic) Frequency I Duration IMonthe I Depth I Rind IMonths I frost (Uncoated (Concrete !group I 1 I I 1 1 1 action I steel 1 AnB, AnC, AnD----1 C (None--------I --- I --- 11.5-2.51Perched ]Jan-AprlModerate ILow------[High. Annisquam I I I I I I 1 I I I Be*. 1 I I I I I I I I I Beaches I I I I I I I I I I I I I I I I I I I I BeB---------------I B (None--------I -- 1 -- I1.5-3.51ApparentlNov-AprlHlgh-----Moderate [Moderate. Belgrade I I I I I I I I I I I I I I I I I I I I BUA, BuB, BuC-----I C (None-------I --- I --- 11.0-3.OIApparentlNov-Apr[High-----(High-----IModerate. Boxford I I I I 1 I I I I I BxBV: Boxford----------I C ]None--------I -- I --- 11.0-3.0]ApparentlNov-AprlHigh-----(High-----IModerate. Urban land. I I I I I I I I I I I I I 1 I I I I I I CaB, CaC, CbB, I I I 1 1 I I I I I CDC, CbD, CCB, I I I I I I I I I I CcC, CCD, CcE----I B (None--------I --- I --- I >6.0 I --- I --- ILow------ILow------[High. Canton I I I I I I I I I I I I I I I I I I I I ChCs: I I ] I I I I I I I Canton-----------I B. (None--------I --- I --- I >6.0. 1 --- I --- ILow------ILow-----IHigh. I I I I I I I I I I Urban land. I I I I I I I I I I 0rD•: l I B I None--------II --- II --- II >6.0 II --- II I Moderate (I Low------II Moderate.f I 1 1 1 1 1 1 1 1 Hollis------—---I C/D (None--------I --- 1 --- 1 >6.0 1 -- 1 -- IModerate ILow-----IHigh. I I I I I I I I I I Rock outcrop. I I I I I I I I I I I I I I I I I I I I De--------------—I B INone--------I -- I -- 11.5-3.0]ApparentlDec-AprlModerate ILON------IHigh. Deerfield I I I I I I I I I I Dui. Dumps ElA, E1B----------I C (None--------I --- I -- 11.5-3.OlPe CChed [Nov-May[High-----IModerate IModerate. Elmridge I I I I I 1 I I I 1 -FF. I I I I I I I I I I Fluvaquents I I I I I I I I I I I I I I I I I I I I Pm----------------I D ]None--------I --- I -- I 0-l.OlApparentlJan-DeclHlgh-----(Nigh-----(Nigh. Freetown I I I I I I I I I I pp---------------I D I None--------I --- I --- ] +3-0 IApparentlJan-DeclHigh-----IHigh-----IHigh. Freetown I I I I I I I I I I I 1 I I I I I I 1 I HfA, HfB, HfC, I I I I I I I I I I HfD, HfE--------I A (None--------I --- I --- 1 >6.0 1 --- I --- ILow------[Low-----IHSgh. Hinckley I 1 I I I I I I I I I I I I I I I I I I .HUC•: I I I I I I I I I I Hollle---------I C/D (None--------I --_ I --- I >6.0 1 — I -- IModerate ILow------IHigh. I I I I I I I I I I Urban land. I I I I I I I I I I Rock outcrop. I I I I I I I I I I I I I I I I I I I I �as footnote at end of table. Essex County, Massachusetts, Southern Part 165 TABLE 16.--SOIL AND WATER FEATURES--Continued Flooding High water table Risk of corrosion Soil name and (Hydro-1 IPotentiall .map symbol I logic) Frequency I Duration IMonths I Depth I Kind IMontha I frost (Uncoated (Concrete (group I I I I I I 1 action I _steel I t I I I I 1 I I I I I I I I Iw': I I I I I I I I I I Ipswich----------I D ]Frequent----]Very brieflJan-Deal +1-0 IApparentlJan-Deal -- IHlgh-----IHlgh. I I 1 I I I I I I I Westbrook--------I D (Frequent----IVery brieflJan-Deal +1-0 IApparent]Jan-Deal --- (High-----(High. I I I I I I I I I Ma----------------I D I None--------I --- I --- I +1-0.51Apparentl0ct-AuglHigh-----[High-----IModerate. Maybid I I I I I I I I I I MeA, MOB----—----I C INone--------I --- 1 -- 1 A.0 [ --- I -- IModerate IModerate Moderate. Melrose 1 I I I I I I I I I MmA, MmB, MmC, l I I I I I I I I 1 MmD--------------I A (None--------I --- I --- 1 >6.0 1 --- I --- [Low------[Low------]High. Merrimac I I I I I I I I I I I I I I I I I I I MnB': I I I I I I I 1 I I Merrimac---------I A INone--------I --- [ --- 1 >6.0 1 --- I -- (Low------ILow------(High. I I I I 1 I I I I Urban land. I 1 I I I I I 1 I I MoB, MoC, Mee, I I I I I I I I I I MSC, MsD, MxC, I I I I I I I I I I MxD--------------I C INone--------I --- I --- 12.0-2.51Perched IFeb-MaylModerate ILow------]High. Montauk I I I I I I I I I I I I I I I I I I I I NnA, NnB----------I B INone--------I --- I --- 11.5-3.OIApparentlNov-Apr)Moderate ILow------IHlgh. Ninigret I I I I I I I I I I PaB, Pao, PaD, I I I I I I I I I I PDB, PbC, PbD----I C (None--------I --- I --- 11.5-2.51Perched IFeb-Marl Moderate ILow------Moderate. Paxton I I I I I I I I I I POE*: I 1 I I I I I I I I xton-----------I C (None--------I --- I --- 11.5-2.51Perched IPeb-MarlModerate ILow------Moderate. i I I I I I I I I I ntauk----------I C (None--------I --- I --- 12.0-2.51Perched IFeb-MaylModerate ILow------IHSgh. PdC': Paxton-----------I C (None--------I --- I --- 11.5-2.5IPerched IFeb-MaylModerate ILow------IModerate. Urban land. I I 1 I I 1 I I I I I 1 I I I I I I I I Pe—--------------I A (None--------I --- I --- 10.5-1.51ApparentlOct-JunlModerate ILow------IModerate. Pipestone I I I I I I I I I I Pg'• I I I I I I I I I I Pits I I I I I I I I I I I I I I I I I I I I P1B---------------1 C [None--------1 --- I -- 1 >6.0 1 --- I -- Moderate ILow------(High. Pollux I I I I I I I I I I I I I I I I I i I I PoB, PoC, POD-----I C None--------I --- I --- 11.5-3.OIPerched IFeb-Marl Low------ILow------(High. Poquonock I I I I I I I I I I Qu', Quarries I I I I I I I I I I I I I I I I 1 I I I RdA, R1A, RIB-----I C INone--------I --- I --- I 0-1.5IPerched INov-MaylHigh-----(High-----(High. Ridgebury I I I I I I I I I I I I I I I I 1 I I I Rx': I I I I I I I I I I Rock outcrop. I I I I I I I I I I I I I I I I I I I I Hollis-----------I C/D . (None--------I --- t --- I >6.o I --- I --- Moderate ILow------(High. I I I I I I I I I I Sb----------------I D INone--------I --- 1 --- I +1-1.OIApparentlJan-DeclHigh-----(High-----[High. Scarboro I I I I I I I I I I I I I I I I I I I - I See footnote at end of table. i 166 Soil survey . TABLE 16.--SOIL AND WATER FEATURES--Continued Floodirux I Hinhwater table I Risk of corrosion Soil name and IHydro-I I I I I T IPotentiall T map symbol I logicl Frequency I Duration IMonthe I Depth I Kind (Months I frost (Uncoated (Concrete (group 1 I I I Pt action steel_ 1 I I I I I I I 1 I I ScA---—----------I C (None--------I --- I -- I 0-1.OIPerched (Nov-MaylHigh-----[High-----Moderate. Scitico I I I I I I I I I I SgB, ShB, ShC, I I I I I I I 1 I I SmB, SoB, SoC----I C INone--------I --- I -- 11.5-3.OIPerched (Nov-MaylModerate ILow------(High. Scituate I I I I I I I I I I I I I I I I I I I I SpA, SpB---------I C [None------—I --- I --- I 0-1.51Perched INov-MaylHigh-----IModerate (Moderate. Shaker I I I I I I I I I I I I I 1 I I I I I I SrA, SrB----------I B INone-------I -- I -- 11.5-3.OIApparentlDec-AprlModerate ILow------IHlgh. Sudbury I I I I I I I I I I I I I I I I I I I Sa---------------I D INone--------I --- I --- I 0-1.OIApparentlJan-DeclHigh-----(High-----(High. Swansea I I I I I I I I I UAC. I I I I I I I I I I Udipsamments I I I I I I I I I I UD. I I I I I I I I I I Udorthents I I I I I I I I I I Ur*. I I I I I I I I I I Urban land I I I I I I I I I I WaA, WaB----------I C (None--------I --- I --- ( 0-1.OIApparentlNov-AprlHigh-----(Low------]HIgh. Walpole I I I I I I I I I I I I I I I I I I I I • We----------------I - C INone--------I --- I -- I 0-1.5IApparentlSep-JunlModerate Moderate (High. Wareham I 1 I I I I I I I I I I I I I I I I I I Wf----------------I D INone--------I --- 1 --- I 0-1.OIApparentlNov-Jun[High-----(High----IHigh. Whately Variant I I I I I I I I I I I I I I I I I I I I Wh----------------I D (None--------I -- I -- I +1-0.11Perched ISep-JunINigh-----IHlgh----IHigh. Whitman I I I I I I I I I I WnA, WnB, WnC, I I I I I I I I I I WnD--------------I A [None--------1 --- I -- I >6.0 1 -- 'I -- ILow------ILow------(High. Windsor I I I I I I I 1 I I I I I I I I I I I WrB, WrO, WsB, I I I I I I I I I I WaC, WaD---------1 C 1None--------I --- I --- 11.5-3.OlPerched INov-MaylHlgh-----I Low------1Moderate. Woodbridge I I I I I I I I I I I I I I I 1 I I I • See description of the map unit for composition and behavior characteristics of the map unit. • • Table 2-2a.—Runoff curve numbers for urban areasl Curve numbers for Cover description hydrologic soil group— Average percent Cover type and hydrologic condition impervious area' A B C D Fully developed urban areas (vegetation established) Open space Dawns, parks,golf courses, cemeteries, etc.P: Poor condition(grass cover < 50%) .............. 68 79 86 89 Fair condition (grass cover 50% to 75%)........... 49 69 79 84 Good condition(grass cover > 75%) .............. 39 61. i4 80 Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of-way). ......................... 98 98 98 98 Streets and roads: Paved; curbs and storm sewers(excluding right-of-way).................. 98 98 98 98 Paved;open ditches(including right-of-way) ....... 83 89 92 93 Gravel (including right-of-way) ................... 76 85. 89 91 Dirt(including right-of-way) ..................... 72 82 87 89 Western desert urban areas: Natural desert landscaping(pervious areas only)°... 63 77 85 88 • Artificial desert landscaping(impervious weed barrier, desert shrub with I. to 2-inch sand or gravel mulch and basin borders). .............. 96 96 96 96 Urban districts: Commercial and business.......................... 85 89 92 94 95 Industrial........................................ 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town houses)...................... 65 77 85 90 92 1/4 acre ......................................... 38 cfil" 75 83• 87 1/3 acre ......................................... 30 57 72 81 81) 112 acre ......................................... 25 54 70 80 85 1 acre ........................................... 20 51 68 19 84 2 acres .......................................... 12 46 65 77 82 Developing urban areas Newly graded areas(pervious areas only, no vegetation)s................................... 77 86 91 94 Idle lands(CN's are determined using cover types similar to those in table 2.2c). 'Average runoff condition.and 14 = 01S. °The average percent imperious area shown was aserl to develop the comlrosile CN's. Other assumptions are as follows: inrper'iors:treats are directly comrcted to the(Inrinage system, inrper'ious areas have it CN of Ter,and perc•ious areas are considered equivalent to open spwce in graal hydrologic condition. CN's for other combinations if conditions mac be computed using figure 24t or 2.4. 'CN's shown are equivalent to those of pasture. (armiwsite CN's may be computed for other armhinatinns of clam spaee arver tvpe. 40nulauile CN's for natural desert landscaping should be computed using frinues 2<i or 2.4 hasral on the impervious area Ia-nentage rt:N =lti4)and the pervious area CN.The pervious area CN's are assumed equivalent to desert shah in Iona hwdmlogic condition. / `Camiarsite CN's to use for the design of temiroru;c measures during grading and construction should he computed using figure 2.3 or 2.4. . based on the degree of development(impervious area percentage)and the CN's for the newiv gnaled pervious areas. (210-VI-TR-55, Second Ed., June 1986) 1 2.5 Table 2-2c.—Runoff cure numbers for other agricultural lands' Curve number for Cover description hydrologic soil group— Hydrologic Cover type condition A B C D Pasture,grassland, or range—continuous Poor 68 19 86 89 forage for grazing.= Fair 49 69 79 84 Good 39 61 74 80 Meadow—continuous grays, protected from — 30 58 71 78 grazing and generally mowed for hay. Brush—brush-weed-grass mixture with brush Poor 48 67 7- 83 the major element 3 Fair 35 56 70 77 Good 430 48 65 73 Woods—grass combination(orchard Poor 57 73 IV 86 or tree farm).s Fair 43 65 76 8'2 Good 32 58 72 79 Woods.$ Poor 45 1ir, 77 83 Fair 36 60 13 7:1 Good 430 55 70 77 • Farmsteads—buildings, lanes, driveways, — 59 74 82 86 and surrounding lots. 'Average runoff condition.and 1M = 035. 3 P�Mn: <SrY.i ground nicer nr heavily rp:¢e,l with no nudch. Fair: 50 it,758 glvund tucer:md not heavily glazed. (kmxl. >75% ground cover and lightk or only occasionally grazed. 311,Ma: <rA)q ground cover. Fair: 50 to 7514 limu tl aver. G,MMI: >75% ground cover. 4Aclual curve number is less than:ilk n,e CN =:if)fur runoff computatioue. 3CN',shmvn were compute,l for area,with:Arh w(MMI,mill;'50% glass(pasture)cover. Other combination:of nndition, nary be rnnputed Gant the CN',fur w,aMl,1111d IMs•lnre. 'Amw: Forest litter.,mall tire,.and btu,h ate olestn yell by heavy giazhtg ar regular burning. Fair: WaMI,are gnu.nl but not bunted.a nd Kane fomst litter curer the writ. G,MMF WIMMIn are protected hon glazing.1nt1 litter and brt,h adnµu rely toyer the wail. (210-VI-TR-55, Second Ed., June 1986) 2-7 RAINFALL DATA 25009A lam@ ommg looMI59GOO 2amo , 10•YEA 24•HOUR RAINFALL(INCHES) ; r r .; /' I !' ' 1 i I'.+ + '• I•( i I .4 7 i tJ/ •I a / )s J A fl ' S r � ill• V f ' rf 5'�T I I i tl I. f , •� 1 L+ ; i- W ......,1 n r !' � ; � 17. � 1 f •Ir II f .1\I_�' � f �I�._, x �N( 11 r�{1 / �' )J/� I r �'.51 r � I.:. 'r I. .t Y r. . • \ i! � I �' ,� `IJ Lw+ •a5� f 7�•l I �', I f, , ( Ir f 1 ' ; . / ILI 1 li • . i I I S! ,, rl� \j+. rl+ �r ''. .i. t{l' '.�l I71 I 'I lily ' .r 1,11\It`1.YF 7 1'......f I n U NO IAf I I r ' I I I I r'� l.,i,•f-I i.�Il tr� APS' , ai I ..I .l '� 4� .I I ���y4 �' ` I• r ! �� ' 1 r I ' { 4 pqR ,� r 7} ;" I �� ; •T€61 r+.+ '. ., ( I ICJ'! .!'.{ �1{,��, � �(1 . ' y 5 �1 it ii �'F? � V' C I ✓• ..� I I I •� I �hl.hl 11 {.l r>, IL��+ � 'r ' S f 6 �rL\ r n �' .I I ' I ( 1''• • 1. I lr I. 1. . ri,•;2t1) J�51. 11 /' _ L\ .l � � > r `� ! I'-�� I .I I 1'I' .{I,•• J II I {. I ,1{. 1 ~Jr��,',,1 I rd.�'� �-. Inl( t r ll �' �� b ' I �',• I ! 1 ' ,' .I I1 15 �E1 1' Ir i 1. - .. r(j.:. , A 1 �� \ ' I '; I { I I' 1 1' .' r I I Y 111,�I r •T�. I'' .7.5 s I 1�' i 'J- 1 t., l�- I �••/ i LD ` 'w 1 .10 % t. 9 { r • a l e o� .9 0 100 200 700 AOOMI J. •'` 7 ALBERS EQUAL AREA PROJECTION s ` I I STANDARD PARALLELS 23•AND 4S• `S' 1 �. t• Figure IIS.—Ten-yeur,24-hour ruinfull. A L Y n c ♦ l "..✓-ti —[" sue. II.;:y '.. -ter e i� ^� :jam' N • ga Ir I J r - �^� .mac.,+- � ♦ 't g ) W e: _ LL Y J�-— — _ �_to _T� a •�'• r-- _- l� I vt is•. ._.-- n� �� - •=' Jam. — J o f ! f C 3.8 (210•VI-TR-55, Second Ed., June 1986) 100-YEAP 24-HOU7 RAINFALL(INCHES); I t 1: f 1p, it N�AA' APS 10. IlL, W % 0 r % to • 5 ItIt: Is 14' 6 9 4 0 Im m 300 4mm 110 L.. --j I I I 14 ALBERS EQUAL AREA PROJECTION 2 . . , - " . a - 17 STANDARD PARALLELS 2S-AND 45- 12 13 N. .q.)9.936 in Figure 2.1-loth raitirall. 10 YEAR RUNOFF CALCULATIONS • • Baa4o� II,oad �op�o� ��©ootlaoo� IIo�o I Quick TR-55 Version: 4" 04 S/N: 87011096 Page 1 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr" Duration Storm) Group #= 4- Executed: 03-07-1995 17:51 : 34 Watershed File ^^> A: 31510E "WSD Hydrograph File -~> A: 31510E " HYD EXISTING CONDITIONS 10 YEAR RUNOFF FROM SITE >>>> Input Parameters Used to Compute Hydrograph <<<< -------`-------------------^----------------^--------^---------------------------------- Subarea AREA CN Tc * Tt Precip. | Runoff Ia/p Description (acres) (hrs) (hrs) ( in) | ( in) input/used ---------------------------------------------------.--------------------------- A 5. 00 55" 0 0^ 40 0" 00 4, 60 ) 0. 79 " 36 . 3() ^--------------------------------------------~^--------`-^------^-------------- * Travel time from subarea "utfall to composite watershed c/utfall point . Total area = 5. 00 acres or 0" 00781 sq. mi Peak discharge = 2 cfs >/>> Computer Modifications of Input Parameters <<<<< ----------------------------------------------------------------------------- Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt interpolated Ia/p Description (hr) ( hr) (hr) (hr) (Yes/No) Messages ----------------^-----------'----------------------------------`--------------- A 0^ 40 0. 00 No -- .-------.----------------.-------------------.--------------------------------- * Travel time from subarea outfall to composite watershed outfall point" ** Tc & Tt are available in the hydrograph tables. Quick 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: 03-07-1995 17: 51 : 34 Watershed File --> A: 31510E ^ WSD Hydrograph File --> A: 31510E . HYD EXISTING CONDITIONS 10 YEAR RUNOFF FROM SITE >>>> Summary of Subarea Times to Peak <<<< Time to Peak at Peak Discharge Composite Putfall Subarea (cfs) (hrs.) -------------- -^----------`- ------------ A 2 12. 4 -------------- -------------- _^__________ Composite Watershed 2 12^ Y ^ Ouick TR-55 Version: 4. 04 S/Nt e7011096 Page 3 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-07-1995 17z51 : 14 Watershed File At31510E WSD Hydrograph File --> A: 31510E HYD EXISTING CONDITIONS 10 YEAR RUNOFF FROM SITE Composite Hydrograph Summary (cfs) Subarea 11 . 0 11 . 5 11 . 6 11 . 9 12. 0 12. 1 12. 2 12. 3 12. 11 Description hr hr hr hr hr hr hr hr hr ------------------------------------------------------------------------------- A ---------------------------------------------------------------------------------- Total (cfs.- it q 0 0 C) 1 2 • Subarea 12. 5 12. 6 12. 7 A2. 8 13. 0 13. 2 13. 4 13. 0 13. 8 7 ---------- Description hr hr hr hr hr hr hr hr h! --------------------------------------------------------------------------------- A 2 2 2 2 1 1 1 1 J ---------------------------------------------------------------------------------- Total frfs) :1. 2 .1 1 1 1 1 -------------------------------------------------------------------------------- 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 ------------------------------------------------------------------------------- A 0 0 0 0 0 0 0 0 C) ---- ------ Total (cfs) Q 0 o 0 0 0 0 0 0 ---------------------------------------------------------------------------------- Subarea 18.0 19. 0 20. 0 22.0 26.0 Description hr hr hr hr hr --------------- ------------------- A C) 0 C) 0 lilt a! (cfs) C) ii C) 0 C) ����Juick TR-55 Version: 4, 04 S/N: 97011096 Page 4 of 5 ��N�' TR-55 TABULAR HYDRgGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-07-1995 17: 51 : 34 Watershed File ^-> A:31510E " WSD Hydrograph File ^-> u: 31510E " HYD EXISTING CONDITIONS 10 YEAR RUNOFF FROM SITE Time Flow Time F ow (hrs) (cfs) (hrs) (cfs) ---------------- .______-_____^___ 11 " 0 0 14" 8 0 11 ^ 1 O 14. 9 0 11 "2 0 15. 0 0 11 . 3 0 15. 1. 0 11 . 4 0 15. 2 0 11 . 5 C 15. -3 0 11 , 6 0 15. 4 o 11 " 7 0 15` 5 0 11 " 8 0 15, 6 0 11 , 9 15^ 7 � 12, 0 0 15" 8 0 12" 1 0 15. 9 0 12.2 0 16. 0 0 12.3 1 16^ 1 0 12.4 2 16. 2 0 12" 5 2 16^ 3 0 12, 6 2 16" 4 0 12" 7 2 16. 5 0 12" 8 2 16. 6 0 12^ 9 1 16, 7 0 13^0 1 16" 8 0 13. 1 1 16, 9 0 13,2 1 17"0 o 13^ 3 1 17" 1 0 13^4 1 17" 2 0 13^ 5 1 17"3 0 13^6 1 17^ 4 o 13" 7 1 17. 5 0 13.8 1 17. 6 0 13" 9 0 17. 7 0 14"0 0 17^8 0 14^ 1 0 17. 9 0 14.2 0 19. 0 0 14" 3 0 18" 1 0 14" 4 0 18^ 2 0 14. 5 0 18. 3 0 14, 6 0 18" 4 0 143 0 18, 5 0 Quick TR-55 Version: 4. ()4 S/N: 87011096 Page 5 of 5 TR-55 TABULAR HYDRO5RAPH METHOD �� Type III Distribution (24 hr. Duration Storm) Executed: 03-07-1995 17: 51 : 34 Watershed File --> A: 31510E " WSD Hydrograph File -~> A: 31510E ^ HYD EXISTING CONDITIONS 10 YEAR RUNOFF FROM SITE Time Flow Time Flow (hrs) (cfs) (hrs) (cfs> 18" 6 0 22^ 4 () 18^ 7 0 22. 5 0 18, B 0 22. 6 0 18, 9 O 22. 7 0 19. 0 0 22. E, 0 19" 1 0 22. 9 0 19. 2 0 23. 0 0 19" 3 0 23` 1 (> 19" 4 0 23. 2 0 19. 5 0 23. 3 0 19, 6 0 23" 4 0 19. 7 0 23. 5 0 19. 8 0 23. : 0 19. 9 0 23. 7 0 20, 0 0 23. 8 O 20. 1 C) 23, 9 0 20^ 2 0 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 0 20^ 7 0 24. 5 o 2(). 8 0 24. 6 0 20. 9 () 24" 7 0 21 , 0 0 24^8 0 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 o 25, 3 0 21 ^ 6 0 25. 4 0 21 . 7 0 25" 5 0 21 ^8 0 25^ 6 0 21 " 9 0 25^ 7 0 22.0 0 25. B 0 22. 1 25" 9 0 22"2 0 22. 3 0 Quirk TR-55 Version: 4. 04 S/N: 87011096 Pane 1 of 5 TR=55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-07-1995 17: 54: 19 Watershed File --> A: 31510P " WSD Hydrograph File --> 031510P " HYD PROPOSED CONDITIONS 10 YEAR RUNOFF FROM SITE >>>> Input Parameters Used to Compute Hydrograph <<<< -------------------~------~`^--`^--^-------------------------`--'--~-~------------------ Subarea AREA CN Tc * Tt Precip" | Runoff Ia/p Description (acres) (hrs) (hrs) ( in) | ( in) input/used ----------^------------------'~--^^-----------------------------------^^'-------- A 5" 00 75" 0 0. 20 0. 00 4" 60 | 2. 13 " 14 . 10 --------------------------------------^------~-~^-------------------------------- * Travel time from subarea outfall to composite watershed outfall point" Total area = 5" 00 acres or 0" 00781 sq" mi Peak discharge = 9 cfs >>>> Computer Modifications of Input Parameters <<<<< ------------------------------------------------------------------------------- Input Values Rounded Values Ia/p ItSubarea Tc * Tt To Tt Interpolated Ia/p scription (hr) (hr) <hr> (hr) (Yes/No) Messages ----`^--------------------------------------.`--------~---------`------------- A 0. 20 0. O0 ** ** No `- -------------------n_.__________-_^_______-^_-___________________`_______--____ * Travel time from subarea outfall to composite watershed outfall ooint. ** Tc & Tt are available in the hydrograph tables" Quick TR-5b Version: 4. 04 S/N: 87011096 Page 2 Df 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03`07-1995 17: 54: 19 IlWa+ershed File --> A: 31510P " WSD Hydrograph File --> A: 31510P , HYD PROPOSED CONDITIONS 10 YEAR RUNOFF FROM SITE ' >>>> Summary of Subarea Times to Peak <<<< Time to Peat at Peak Discharge Composite Outfall Subarea (cfs) (hrs) ----`--------' '~-^----------- --`-------~- A 9 12, � -------------- ------`------- ---------`-- Composite Watershed 9 12. 3 0 0 o ro o i isfoi I }01 ---------------------------------------------------------------------- o o 0 o o a4 -a 4 -ny ,ty --J4---- --ruoi}d:aosaa 019Z 0 "Z? 0 'Oz 0 "6T 0 "BT eajegn.S ------------------------------------------------------------------------------------- +r t> T T T t T (s+o7 Ie-En1 o 01 T T T T 'Id r-� U4 n4 _ay _4y -ay I _iL.i -4y l C]T }dT.:I aaf,. LT % "LT "9T it °9T ; " T ir ' _a_r: nn ST f'[ — ° bT Clu 'tr1 'g a T T 1: tr 9 is� o7 Te}� T. T T T tr — - L; t 4 J Z i sar : [ 9 " I h "._ !. z 1_T s; ',_T Ft " '.T "' 1. 3 T :T ea:iegn5 cl --------------------------------------------- B 6 L tr T I Q t n� -- ay — ------------,y----------------------------------- -� --- Li u b "ZT T I- I I "ZT o 'zT 6 ° T1 9111 li" TT it ° TT eeaegnS ------------------------------------------------- - (Sfo) h_aewwiS yde_4Go-4PAH a4Tsodwo3 31IS WO!J3 33ONMd !:.Jd3A OT SNO11Ii1NO:) Q3S"O,JM_iJ aT. T. J yda-aF_r_ PAH ISM " j()T9T''2 k/ .-- 6T TJ Nay=_ _aa}e(Y• 61: tS =LT So6T—Loi 20 ,ua41roaX3 uoT .}ngT_a}sTiI II1: ad/i QOH13W H,JFI;JOO:JCi/ H ; ik1 '1n3k1-L 9S--di Quick TR-55 Version: 4. 04 S/N: 87011096 Pape 4 of 5 TR-55 TABULAR HYnROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-07-1995 17: 54: 19 Watershed File ~-> 031510P " WSD Hydrograph File --> 031510P ^ HYD PROPOSED CONDITIONS 10 YEAR RUNOFF FROM SITE Time Flow Time Flow (hrs) (cfs) (hrs) (rf=) ------------------ __-_-____~^__~___ 11 .0 0 14^ 8 1 11 . 1 C) 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 1 11 " 7 1 15"5 1 11 . 8 2 15" 6 1 11 " 9 2 15" 7 1 12. 0 3 15. 2 0 12. 1 4 15. 9 0 12. 2 7 16" 0 0 12^ 3 9 16^ 1 0 12. 4 B 16. 2 0 12. 5 6 16. 3 � 12. 6 4 16" 4 Q 12" 7 3 16. 5 O 12. 8 2 16^ 6 0 12" 9 2 16^ 7 � 13" 0 2 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 C) 13"6 1 17" 4 0 13" 7 1 17. 5 (> 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 () 14^ 5 1 18" 3 0 14" 6 1 18. 4 0 ��� 14. 7 1 18^ 5 0 Quick TR-55 Versinn: 4. 04 S/N; 87011096 Page 5 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-07-1995 17: 54: 19 Watershed File --> A: 31510P . WSD Hydrograph File -^> A: 3151()P " HYD PROPOSED CONDITIONS 19 YEAR RUNOFF FROM SITE ' Time Flo* Time Flow (hrs) (cfs) (hrs) (cfs) ' ----------------- _`^____-_-______- 18. 6 0 22. 4 0 18" 7 0 22" 5 0 18.8 () 22. 6 0 18. 9 0 22. 7 S 19. 0 0 22. 8 0 19. 1 0 22. 9 0 19. 2 0 23^ 0 0 19" 3 23" 1 0 19^ 4 0 23" 2 O 19" 5 0 23. :� 0 19. 6 C� 23. 4 0 19. 7 0 23"5 0 19" 8 o 23" 6 0 19. 9 0 23. 7 � 20.0 0 23. 9 0 20" 1 (} 23. 9 0 20, 2 0 24. 0 o 20' 3 0 24" 1 O 20. 4 0 24" 2 0 20" 5 0 24, 3 0 20. 6 0 24" 4 0 20. 7 0 24. 5 0 20.8 Cl 24. 6 0 20. 9 0 24. 7 0 21 " 0 0 24. 8 (> 21 . 1 0 24. 9 o 21 . 2 0 25^ 0 0 21 . 3 0 25" 1 0 21 "4 O 25" 2 0 21" 5 0 25^3 0 21 " 6 0 25. 4 0 21 " 7 O 25"5 0 21 " 8 0 25^ 6 0 21 " 9 0 25" 7 0 22.0 0 25" 8 0 22^ 1 0 25" 9 0 22. 2 0 22" 3 0 �� 100 YEAR RUNOFF CALCULATIONS Q509G)m IBM Bmam IIoso Quick TR-55 Version: 4" 04 S!N: 97011096 Page 1 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-()7'1995 17: 5602 Watershed File ~~> A: 315100E , WSP Hydrograph File --> A: 315100E "HYD EXISTING CONDITIONS 100 YEAR RUNOFF FROM SITE >>>> Input Parameters Used to Compute Hydrograph <<<< ----`,-------------------------^,-------------------------`---------~-_,-------- Subarea AREA CN Tc $ Tt Precip. | Runoff Ia/n Description (acres) (hrs) (hrs) ( in) | ( in) input/used ------------------------------------------------`-------------------------------—. A 5. 00 55" 0 0" 40 0" 00 6. 80 | 2^ 00 ^ 24 . 7) ------``----^^------------------------``------`^~---------`------~^`~-'-----'-- * Travel time from subarea outfall to composite watershed outfall point" Total area = 5^ 00 acres or 0. 00781 sq. mi Peak discharge 6 cfs >>>> Computer Modifications of Input Parameters <<<<< --------^-------------`-^`------------------------------------------`---------� Input Values Rounded Values Ia/p Subarea Tc * Tt To * Tt Interpolated Ia/p 0�. �scription (hr) (hr) (hr) (hr) (Yes/No) Messages ----`---------'--`-^-----------'^---------~`--------`------'~---------------^-- A 0, 40 0. 00 ** ** No -..... ---------------`--------------------------------------------------------------- * Travel time from subarea outfall to composite watershed outfall point . ** Tc & Tt are available in the hydrograph tables. Quick TR-55 Version: 4, 04 S/N: 87011046 Faye 2 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) ���� Executed: 03-07-1995 17: 56: 12 ����/atershed File --> A: �15100E " WSD Hydrograph File --> A: 315100E HYD EXISTING CONDITIONS 100 YEAR RUNOFF FROM SITE >>>> Summary of Subarea Times to Peak <<<< Time to Peak at Peak Discharge Composite Outfall Subarea (cfs) (hrs) ----`--------- -------------- ------------- A 6 12" 5 -------------- -------------- -___`___-___ Composite Watershed 6 12.5 Quick TR-55 Version: 4. 04 S/W 87011096 Page 3 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr " Duration Storm) � Executed: 03-07`1995 17: 5±: 12 fkatershed File --> A: 315100E ,WSD Hydrograph File --> A: 315100E ^ HYD EXISTING CONDITIONS 100 YEAR RUNOFF FROM SITE Composite Hydrograph Summary (cfs) --------~-----~---------------`^-----~^-----------------------~---~---------------------- Suharea 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 h^ ^--`--~^------^------------^----^----~--~~-----^---------~---^----------`------ A 0 0 0 0 0 0 1 3 5 _____-___-_____-_-_-_____`_-___________________-________^______-___.______^__`_ Total (cfs) 0 9 1 3 5 ~ `----------`--^-------`-------------------`-----------------------^-------`---- Subarea 12. 5 12. 6 12. 7 12. 9 13. 0 13. 2 13" 4 13. 6 13 9 Description hr hr hr hr hr hr hr h� h^ -------~--`--`-------`---`-------`--------------`---------`---------------------- 6 6 5 5 3 2 2 1 1 ________-____`___________-______________-___`__`__.____--__-_-_____-_` 6 6 5 5 3 2 2 1 1 - ---------`------`------~---^----------`---~---^---------------`--^--`--`------- Subarea 14` 0 14^ 3 14" 6 15. 0 15. 5 16, () 16. 5 17. 0 17 5 Description hr hr hr hr hr hr hr hr ^ _ __`__�.__`_________.___^_______________^__`___`__'____________`__`__ _____hr ^_ __ � A 1 1 1 1 1 1 1 1 O ----------------`------`--------------`---------------------------------------- Total (cfs) 1 1 1 1 1 1 1 1 0 ------------------------------------`---`-----------------`--------`--`--------------------- Subarea 18. 0 19. 0 20" 0 22. 0 26. 0 Description hr hr hr hr hr ^_-`____.___~___.___~_.__~_-____`^-_~'__~_-_--_-__-____.___^-_~___-.-_~_^-__-__.___ A 0 0 0 0 0 � ___-.___~___________.______^______,__-_______`__.___.-__`_____`__._-_-_________ Total (cfs) 0 0 0 0 0 � Quick TR-55 Version: 4" ()4 S/N: B7011096 Page 4 of 5 TR`55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed; ()3-07-1995 17: 56: 12 Watershed File --> A: 71510()E ^ WSD Hydrograph File --> A: 315100E , HYD EXISTING CONDITIONS 100 YEAR RUNOFF FROM SITE Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) ----------------- `__-^-__`___^___-- 11 " 0 0 14. 8 1 11 " 1 {) 14, 9 1 11 . 2 o 15" 0 1 11 . 3 0 15^ 1 1 11 " 4 0 15. 2 1 11 . 5 15. 3 1 11 , 6 0 15. 4 1 11 " 7 0 15. 5 1 11 , S 0 15. 6 1 11 ^ 9 0 15. 7 1 12.0 0 15. 8 1 12. 1 0 . 15" 9 1 12. 2 1 16. () 1 12^ 3 3 16. 1 1 12. 4 5 16" 2 1 12. 5 6 16^ 3 1 12" 6 b 16. 4 1 12^ 7 5 16. 5 1 12.8 5 16" 6 1 12^ 9 4 16. 7 1 13" 0 3 16. 8 1 13, 1 2 16"9 1 13. 2 2 17" 0 1 13, 3 2 17" 1 1 13.4 2 17" 2 1 13. 5 2 17. 3 0 13^ 6 1 17" 4 o 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 O 14.6 1 18" 4 0 14. 7 1 18. 5 O Quick 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: 03-07-1995 17:�56: 12 ���yWatershed File --> A: 315100E " WSD Hydrograph File --> A: 315100E ^ HYD EXISTING CONDITIONS 100 YEAR RUNOFF FROM SITE Time Flow Time Flow (hrs) (cfs) (hrs} (cfs) ____.^___-___-~-_ __~_-_.___^____~_ 18,6 0 22^ 4 0 1B" 7 0 22, 5 0 18. 8 0 22" 6 0 18. 9 0 22,7 0 19" 0 0 22. 8 0 19. 1 0 22" 9 � 19"2 0 23" 0 � 19. 3 23. 1 � 19. 4 0 23" 2 0 19, 5 0 23. 3 0 19"6 0 23" 4 0 19" 7 0 23. 5 0 19.9 C) 23. 6 0 19. 9 0 23. 7 0 20" 0 0 23. 8 0 20, 1 0 23. 9 0 20" 2 0 24, 0 0 20. 3 0 24. 1 0 20. 4 24^ 2 0 20. 5 0 24" 3 0 20. 6 0 24" 4 () 20^ 7 () 24^ 5 0 2()" 8 0 24. 6 0 20. 9 O . 24. 7 0 21 " 0 0 24" 8 0 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 Q 25" 3 0 21 "6 0 25^ 4 () 21 " 7 0 25.5 0 21 .8 0 25. 6 0 21 . 9 0 25" 7 � 22"0 0 25. 8 0 22^ 1 0 25. 9 0 22. 2 0 22"3 0 Quick TR-55 Version: 4. 04 SIN: 87011096 Page 1 cf 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr" Duration Storm) Executed: 03-07-1995 18: 00: 27 Watershed File --> A: 715100P , WSD Hydrograph File ~-> A: 315100P . HYJ PROPOSED CONDITIONS 100 YEAR RUNOFF FROM SITE >>>> Input Parameters Used to Compute Hydrograph <<<< .-----...------.---.----------------..-~.~..-------~.^---..-~------.----.------------ Suharea AREA CN Tc * Tt Precip" | Runoff Ia/p Description (acres) (hrs) (hrs) (in) | ( in) input/used ~-------''--------``'--------------------~^------~~---------~~^---------------- A 5. 00 75" 0 0" 20 0. 00 6. 80 | 3. 97 " 1 " 10 -----'------------------------------------------------------------------`------ * Travel time from subarea outfall to composite watershed outfall point. Total area = 5. 00 acres or 0. ()0731 sq. mi Peak discharge 18 cfs >>>> Computer Modifications of Input Parameters <<<<< -_____^___-____-`._`___^_^_-_______________-___.^--_______-^_______________'._` Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Uescription (hr) (hr) (hr) (hr) (Yes/No) Messages -------`-------------------------------------`--------------------------------- A 0. 20 0. 00 ** ** No -- --~^-------------------------------------------------`------------------------- * Travel time from subarea outfall to composite watershed outfall point . ** Tc & Tt are available in the hydropraph tables. Quick TR--55 Version: 4. 04 SiN: 87011096 Page _. of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution • (24 hr. Duration Storm) Executed: 03-07-1995 18: 00: 27 Watershed File - > A: 315100P . WSD Hydrogra.ph File -- > A: 31510OF> . HYD PROPOSED CONDITIONS 100 YEAR RUNOFF FROM SITE Summary of Subarea Times to Peak <::<:::; Time to Peak at Peak Discharge Composite Outfall Subarea (cfs) (hrs) --- ----- ---- ----- A 18 -- -------------- ------------ Composite Watershed 18 12. 3 • • Quick 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: 03-07-1995 18: 00: 27 4� Natershed File --> A: 315100P ^ WSD Hydrograph File --> 0315100P "HYD PROPOSED CONDITIONS 100 YEAR RUNOFF FROM SITE 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 ---`--------------------------------`-----`---`--------^---^--^-------~-------- A 1 1 2 4 5 8 14 19 15 Total Qfs)<cfs) 1 1 2 4 5 9 14 18 15 � -------------------------------------------------------------------------------- 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 ------------------^---------------------`----^--------`---------------^------ 11 8 6 4 3 2 2 2 2 11wr----------------__------_------_------_------_------_------_------_------___ Total (cfs) 11 8 6 4 3 2 2 2 2 ~------------`----------------`-----------------------^------------------------ 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 ----------------------------------------------------------------------------__-____-_____ A 2 1 1 1 1 1 1 1 1 ------------------------------------ ________^____.____^___--____-___-^_-_-.___^___`_ Total (cfs) 2 1 1 1 1 1 1 1 1 -------------------------------------------------------------------------------- Subarea 18. 0 19^ 0 20, 0 22, 0 26"0 Description hr hr hr hr hr ~~~-------~~--------~---~----------`'------`-------~-----^----~^----~----------- A 1 0 0 0 0 ~-___-_-_.____-'^____.____-_~-_--_^^_____~^_-__~.___.____.^^___`_______ Total (cfs) 1 0 0 0 0 ^ � � � Quick TR-55 Version: 4. 04 S/N: 87011096 Page 4 of 5 TR-55 TABULAR HYDROGRAPH METHOD Type III Distribution (24 hr. Duration Storm) Executed: 03-()7`1995 18: 00: 27 Watershed File --> A: 315100P . WSD Hydrograph File --> A: 315100P . HYD PROPOSED CONDITIONS 100 YEAR RUNOFF FROM SITE Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) ------------`---- -------------'^-- 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 2 15" 3 1 11 . 6 2 15" 4 1 11 , 7 3 15. 5 1 11 "8 3 15. 6 ` 1 11 " 9 4 15. 7 1 12. 0 5 15" 8 1 12. 1 8 15" 9 1 12. 2 14 16. 0 1 12" 3 IS 16" 1 1 12` 4 15 16. 2 1 12" 5 11 16^3 1 12. 6 8 16" 4 1 12" 7 6 16. 5 1 12"8 4 16^ 6 1 12" 9 3 16^ 7 1 13, 0 16. 8 1 13" 1 2 16. 9 1 13"2 2 17. 0 1 13"3 2 17" 1 1 13"4 2 17.2 1 13. 5 2 17^ 3 1 13"6 2 17. 4 1 13" 7 2 17.5 1 13.8 2 17^ 6 1 13"9 2 17^7 1 14"0 2 17"8 1 14" 1 2 17"9 1 14"2 1 1B^ 0 1 14^ 3 1 18. 1 1 14^ 4 1 18. 2 1 14. 5 1 18. 3 1 14. 6 1 18" 4 1 14. 7 1 19. 5 1 Quick 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`07-1995 18: 00: 27 Watershed File A: 315100P . WSD Hydrograph File --> A: 315100P . HYD PROPOSED CONDITIONS 100 YEAR RUNOFF FROM SITE ` Time Flow Time Flow (hrs) (cfs) (hrs) (Cos) ----------------- __________.___-^-- 18. 6 0 22" 4 0 18^ 7 0 22. 5 � 18.8 22" 6 0 18^ 9 () 22. 7 0 19.0 0 22. 8 0 19^ 1 0 22" 9 O 19" 2 0 23. Q 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 19. 7 0 23. 5 0 19" 8 0 23. 6 0 19^ 9 23" 7 0 20. 0 0 23^ 8 0 20" 1 0 23. 9 0 20. 2 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 0 20. 7 0 24" 5 0 20" 8 0 24" 6 0 20" 9 0 24^ 7 0 21 " 0 0 24" 8 0 21 " 1 0 ' 24. 9 0 21 . 2 0 25. 0 () 21 , 3 0 25, 1 0 21 . 4 () 25. 2 0 21 ,5 0 25" 3 0 21 . 6 0 25. 4 0 21 " 7 0 25,5 0 21 . 8 0 25" 6 0 21 "9 0 25^ 7 0 22. 0 0 25" 8 0 22. 1 o 25" 9 0 22. 2 0 ���� 22. 3 0 HYDROGRAPHS • �oa4o� �aad �o�oo� Oa©ootl�4caao IIo�a SAD 0 '6 = xewp Q,IH" dOTST2 :V <--- al T j gdeakro- PAH x S40 0 = Xwwo aAH " 301ST20 <--- al ?f 4dwAbo_apAH # (SM 3WIl 1 1 •• 1 - 6 '2T •• B °�T .. 1 1 I- 9 °2T •, 1 - MET •, - p "M •• I2121 12T. ., k ., 1 - T I M k 1 - ii ' l 1 - 6 "L X I - 3 °ZT 1 .. 1 - L 'ZT. •, k k 1 - 9 '3T • k , 9 "3T " k , •, T y 1'� V l ZT •. T y 1 T 1�V ' y ° T •. T y 1 x T1 Uzi C 4 X 7�' i - O 'ZT * 1- 6 ' TT i - Q ' TT fie � i "6 _i "s ci "L 019 ON O "b O 'l 0 "_. ii " T 0 "0 (SAD) MOIA 960110LB SN/S bOM :UOTSJarl 99--di Imma Guick: TR-55 Vsrsion 4. 04. S/N 87011096 :nays. Flow (cfe) 0. 0 2. 0 4. 0 6. 0 8. 0 10. 0 12. 0 14. 0 16. 0 18. E 20. 0 22. 0 0. 7 .. x 11 . 8 - * >; 11 . 9 - „ 12. 0 - A * x 12. 1 -0 If x 12. 2 x 12. 3 12. 4 -1 If 12. 5 - { 12. 6 - 1 * 12. 7 # „ 12. 8 x % x* 9 - , x X 13. 1 If 1=. 2 ]._ . _ 13. 4 x 13. 6 If ., * x 13- 7 * x * x 13. 8 -f If 13. 9 TIME (hrs) If Hydrograph file ---::> As315100E . HYD Omar; = 6.0 cfs If Hydrograph file ---: A: 315100P . HYD Omax = 18.0 cfs • CULVERT CALCULATIONS BoaQo� �+aao BoQaa� Da©ootlaoca� �o�o Quick TR-55 Version: 4" 04 S/N: 87011096 >>>>> GRAPHICAL PEAK DISCHARGE METHOD <<<<< PEAK RUNOFF TO PROPOSED CULVERT AT TERRI WAY AND FURNARI WAY CALCULATED 03-07-1995 18: 34: 08 DISK FILE : A: CULVERT " 6PD Drainage Area (acres) 40 0. 0625 sq" mi " Runoff Curve Number (CN) 83 Time of Concentration, Tc (hrs) " 6 Rainfall Distribution (Type) III Pond and Swamp Areas (%) 3 1 . 2 acres Storm #1 Storm #2 Storm 43 --`----` -------- ------- -- Frequency (years) 10 50 100 Rainfall , P, 24^hr ( in) 4" 6 6 6. 8 Initial Abstraction, la ( in) 0. 410 0. 410 0^ 410 Ia/o Ratio 0" 089 0` 06B 0. 060 Unit Discharge, * qu (csm/in) 3o0 380 380 Runoff, Q ( in) 2. 81 4. 09 4. 24 Pond & Swamp Adjustment Factor 0" 75 0. 75 0^ 75 PEAK DISCHARGE, qp (cfs) 50 73 86 _____-^___`___'^__-,_____^_____________._________________`___-___^__ Summary of Computations for qu ~^--------^---------~----'---- Ia/p 01 0. 100 0. 10() 0, 100 Co #1 2^ 473 2" 473 2, 47', C1 #1 -0" 518 -0. 518 -0, 518 C2 #1 -^0, 171 -0^ 171 -0^ 171 qu (csm) #1 380,003 380. 003 380. 003 Ia/p #2 0, 100 0" 100 0^ 100 Co #2 2" 473 2" 473 2. 473 C1 #2 ^0" 518 -0^ 518 -0^ 518 C2 #2 -0^ 171 -0^ 171 -0. 171 qu (csm) #2 380^ 003 380" 003 38o" 003 * qu (csm) 380 380 380 * Interpolated for computed Ia/p ratio (between Ia/p #1 & Ia/p #2) If computed Ia/p exceeds Ia/p limits9 bounding limit for Ia/p is used. 2 log (qu) = CO + ( C1 * log (Tc) } + ( C2 * ( log (Tc ) ) ) qp (cis) = qu (csm) * Area !sq^ mi ^ > * Q ( in, ) * (Pond & Swamp Adj . ) 180 IO,000 C HART 10 166 8,000 EXAMPLE (I) (2) (3) 156 6 000 0.42 Ie$Mm(3.5 ten) 6• O•I!O ne 144 5,000 5. 132 4.000 • Rw 6• 5. feet 3,000 UI t.6 Y 5. 4. 120 4• 2,000 Rl e.l 7.4 108 (S 2.2 7.7 4. 3. mo Is ten 3. 96 1.000 3. 800 84 -- 2. 800 // 2- 500 72 400 2. ff ; 300 z c 54 W 48 � // 0 0 "' � � �• a F' O 42 0 80 �c I.0116 1.0 0 0 0 HW SCALE ENTRANCE 10 40 D TYPE tc Be B 8 30 (1) Severe aqe with < .9 33 b"d"ll 31 .9 C 20 (t) Green ed with W 30 wee.ell x .8 .9 (7) Ore$e$e$a .8 27 Probating 10 24, 6 7 7 7 6 To at note(t)or(3)project 21 5 Nriteetely to wale(I).them 4 use straight Imelimd tie$taroegR 0 ad 0 scale$,or "Were,ae 3 Illustrated. IB 2 Al-�Gwcpt_tr 5 TS 1.0 .6 1! HEADWATER DEPTH FOR HEADWATER SCALES 253 CONCRETE PIPE CULVERTS BUREAU OF PUBLIC RMOB JAR IM IEVISED MAY 0" WITH INLET CONTROL 181 WATERSHED MAP �o�o� Load Bop�o� �aaootlaoa� IIo�o iN� / ' ® d w ./ i ON INC Is�- , � •�, . . . . rrf�min, Oki '; �V FA Ww IT ON par ,�� , . . . � ; �i r✓'���� 11 %� �•. � -� ��.. J ggu00 ,� Zr•��_.. .. ..�� 1 i APPENDIX D TRAFFIC CALCULATIONS noa4o� L+oao �oQ�oa �a�o0tla4cao� IIaoo EASTERN LAND SURVEY ASSOCIATES, INC. JOB 7uR�1gR% F IO,6IB Christopher R. Mello PLS SHEET NO. OF 44 104 Lowell Street CALCULATED BY DATE szols . PEABODY, MA 01960 (508) 532.8222 CHECKED BY Ca M DATE r SCALE ;....... TRHFFrC 6r=wlErtp-71o� ec..n�cv�.PE'1►oN9__.... �VER,66E WC-rc�c.VaY R37 r'bG`461t0'110K _...... V,O. k P5 /1�.�`.� ....... %,4 . . W 6EKD&%j r�OmIJtUS Aovit Gc-- vLa-IIOw, 4 e. EN76tC, r1310 ost 9 t:cLrrs. .in s,-ra°. �EsA WEElcfle V:c-4rN 4-,OV(Z GEtiIFsIZ�"TION 1. 00g Ssz4P5�n.J. �c_ (lo v.,_�. 1Lo -MiPs�44e . ,....... 1�1STR�BO'[1.0►J . ._. Co3%., OrL ':10 -t.Ts.�PS 6wtE2 SITE; ........ 3'l '/_v_ ore Co � IZ�Ps Exlz $IZE BIODUmI( Nk SAj�1 IHNWj®®a nLGrm Wu 01471.Tn M*PHMETOU EPEE 1BOOM% SINGLE FAMILY DETACHED HOUSING (210) Average Vehicle•Trip Ends vs: DWELLING UNITS On a: WEEKDAY TRIP GENERATION RATES Average Weekday Vehicle Trip Ends per Dwelling Unit Average Range of Standard Number of Average Number of trip Rate Rates Deviation Studies Dwelling Units 10.062 4.307-21.900 4.36 320 366.5 DATA PLOT AND EQUATION 200,000 r.,r 160,000 .r p 120,000 t 80,000 40.000 0 'O 0 2,000 4,000 6,000 1 8,000 10,000 12,000 14,600 16,000 X = NUMBER OF DWELLING UNITS O ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 2.6 Rz = 0.959 DIRECTIONAL DISTRIBUTION: Not available • Trip Generation,September 1987Anslilute of Transportation Engineers 257 3 A- SINGLE FAMILY DETACHED HOUSING (210) �• Average Vehicle Trip Ends vs: DWELLING UNITS On a: WEEKDAY PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 7 AND 9 A.M. TRIP GENERATION RATES Average Vehicle Trip Ends (Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 A.M.)per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 0.754 0.333-2.271 228 239.4 DATA PLOT AND EQUATION 1,800 �• 0 1,600 o ❑ Z w 1,400 FE it ❑ 1,200 J ❑ v 1,000 w cw9 800 ❑ w 600 ❑ ❑ ❑ u 400 ❑ ❑ ❑ ® 4 200 0 ¢ 0 400 800 1,200 1.600 2,000 2,400 2.800 X = NUMBER OF DWELLING UNITS ❑ ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.20 R' = 0.885 • DIRECTIONAL DISTRIBUTION: 27% enter, 73% exit i SINGLE FAMILY DETACHED HOUSING (210) o� Average Vehicle Trip Ends vs: DWELLING UNITS On a: WEEKDAY PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 4 AND 6 P.M. TRIP GENERATION RATES Average Vehicle Trip Ends(Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 P.M.) per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 1.005 0.420-2.977 250 252.0 DATA PLOT AND EQUATION 2,800 to 2,400 0 w ❑ / W a 2,000 / W W ❑ / v 1,600 W > ❑ W 1,200 Q D❑ c ❑ W 800 ❑ II ❑ I— ❑ 400 ❑ 0 0 400 800 1,200 1,600 2,000 2,400 2,800 X = NUMBER OF DWELLING UNITS ❑ ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.36 I R' = 0.918 I DIRECTIONAL DISTRIBUTION: 63% enter, 37% exit Trip Generation,September 1997llnslltuts of Transportation Engineers 259 APPENDIX E WETLANDS REPORT Bo�4ow �a�d �opoo� �a�oo�aooao II000 NORTHEASTERN CONSULTING FORESTRY SERVICES Land Management •Timber Sales Environmental Evaluation &Planning P.O. Box 294• Lowell, MA 01853-0294 Tel. (508)453-7471 lit Fax(508)453-0979 WETLANDS REPORT FOR R. J. KELLY COMPANY SALEM, MASSACHUSETTS On January 24, 1995 Kevin P. Gameau and Leo Gameau inspected a site fronting on Marlborough Road in Salem, Massachusetts to ascertain the existence of wetlands as defined by Massachusetts General Law, Chapter 131, Section 40, (Massachusetts Wetlands Protection Act.) Upon examination of the site the following resource areas were determined to exist on the site: . 1. Stream 2. Bank associated with stream 3. Land Under Waterbody associated with stream 4. Bordering Vegetated Wetland associated with stream The site is also in the buffer zone to those resource areas that require a buffer zone. Bordering Vegetated Wetland Boundary Stations were marked with strips of orange glo flagging and numbered IA through 10A, 1 through 4, 1B through 4B. The strips of flagging represent points where fifty percent, or greater, of the vegetational community consists of upland species as defined in the Massachusetts Wetlands Protection Act M.G.L. Chapter 131 Section 40, 310 CMR 10.55(2). At each of these stations, a record of the vegetational community was taken to verify the fifty percent line. Between each of the stations, the vegetational community was checked as to the consistency of the community in relation to the stations community. LEO GARNEAU KEVIN P. GARNEAU PRESIDENT FIELD TECHNICIAN . Common Name Latin Name USFW Indicator Flag 113 Common Reed Phragmites australis FACW Wetland grasses Rose Rosa Spp. Flag 2B Rose Rosa Spp. Upland grasses Wetland grasses Willow Salix Spp. Purple Loosestrife Lythrum salicaria FACW+ Rough Stemmed Goldenrod Solidago rugaso Flag 3B Apple Malus Spp. Upland grasses Rose Rosa Spp. • Touch-me-not Impatiens Spp, FACW Flag 4B Rose Rosa Spp. Purple Loosestrife Lythrum salicaria FACW+ Upland grasses Flag 1 Red Maple Acer rubrum FAC Sensitive Fern Onoclea sensibilis FACW Rose Rosa Spp. Willow Salix Spp. Upland grasses Cinnamon Fern Osmunda cinnamomea FACW • • Flag 2 American Elm Ulmus americana FACW- Purple Loosestrife Lythrum salicaria FACW+ Sensitive Fern Onoclea sensibilis FACW Upland grasses Cinnamon Fern Osmunda cinnamomea FACW Flag 3 Gray Birch Betulapopulifolia FAC Rose Rosa Spp. Sensitive Fern Onoclea sensibilis FACW Upland grasses Flag 4 Rose Rosa Spp. Purlpe Loosestrife Lythrum salicaria FACW+ Sensitive Fern Onoclea sensibilis FACW Upland grasses . Flag IA Red Maple Acer rubrum FAC Black Cherry Prunus serotina FACU Common Buckthorn Rhamnus cathartica Japanese Barberry Berberis thunbergii FACU Rose Rosa Spp. Flag 2A Red Maple Acer rubrum FAC Rose Rosa Spp. Touch-me-not Impatiens Spp. FACW Common Buckthorn Rhamnus cathartica Norway Maple Acer platanoides Alternate Leaf Dogwood Corpus alternifolia • • Flag 3A Rose Rosa Spp. Purple Loosestrife Lythrum salicaria FACW+ Red Maple Acer rubrum FAC Wetland grasses Upland grasses Sedge Carex Spp. Flag 4A Rose Rosa Spp. Sedge Carex Spp. Upland grasses Wetland grasses Flag 5A Rose Rosa Spp. Staghorn Sumac Rhus typhina Touch-me-not Impatiens Spp. FACW . Upland grasses • Flag 6A Touch-me-not Impatiens Spp. FACW Rough Stemmed Goldenrod Solidago rugaso Red Maple Acer rubrum FAC Upland grasses Flag 7A Common Buckthorn Rhamnus cathartica Red Maple Acer rubrum FAC Sensitive Fern Onoclea sensibilis FACW Flag 8A Sensitive Fern Onoclea sensibilis FACW Purple Loosestrife Lythrum salicaria FACW+ Upland grasses Flag 9A Sensitive Fern Onoclea sensibilis FACW Common Buckthorn Rhamnus cathartica Staghom Sumac Rhus typhina Upland grasses Flag l0A Arrow-wood Viburnum dentatum FAC Rose Rosa Spp. Upland grasses Purple Loosestrife Lythrum salicaria FACW+ Leo Garneau Kevin P. Garneau President Field Technician