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OSBORNE HILL DRIVE - CONSERVATION COMMISSION (2) Oszvow 't i do _ z } . . �� I�ti�' � �a�s �� r3 0� � s1�� '� � P _� . tR ;� �� . \ - - . i . . III ° o � � � �� b �� ' id M Q�J� l �� ,-..1 - n4L A CITY OF SALEM CONSERVATION COMMISSION November 13, 2015 Paul DiBiase Osborne Hills Realty, Trust PO Box 780 Lynnfield,NIA 01940 Re: Certificate of Compliance—DEP#64-418—Osborne Hills Subdivision Dear Mr. DiBiase: Enclosed, please find the Certificate of Compliance for the above referenced project. This Document must be recorded at the South Essex County Registry of Deeds. Please fill out and return the Recording Information on page 3 of the Certificate of Compliance,which will indicate to the Salem Conservation Commission that the Document has been recorded. Please note that this Certificate of Compliance closes out the original Order of Conditions for this project, DEP #64-418. That Order was replaced by DFP#64-549,which remains in effect. If you have any further questions please feel free to contact me at(978) 619-5685. Sincerely, 'Tom Devine Conservation Agent Enclosure CC: DEP Northeast Regional Office ' r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number. WPA Form 813 — Certificate of Compliance 64-418 kv lid Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information Important: When filling out 1. This Certificate of Compliance is issued to.- forms o:forms on the f computer,use Osborne Hills Realty Trust I only the tab key Name to move your PO BOX 780 cursor-do not use the return Mailing Address key. Lynnfield MA 01940 City/rown State Zip Code VQ 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued y Osborne Hills Realty Trust ° Name 7-13-2006 64-418 Dated DEP File Number 3. The project site is located at: Off Marlborough Road Salem I Street Address Cily/rown t 9 1 Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Property Owner(if different) South Essex 25909 312 County Book Page Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: NA _ Date F wpatrm8b.doc•rev.5/2414 WPA Form 88,Ceni imte of Compliance-Page 1 or 3 t. Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance 84-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Certification Check all that apply: ❑ Complete Certification: It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. I I ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed.The project areas or work subject to this partial certification that have been completed and are released from this Order are: 'r Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ❑ Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: C. Authorization Issued by: Conservation Commission 66_fof suancef This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and appropriate DEP Regional Office(See htti)://www.mass.gov/eea/agencies/massdeplabout/contacts/). Sign ures: l wpefonBb Eoc•rev.5129ItA V&A Form 8B.Cenif a of ConVi ame•Page 2 of 3 r ; 1= Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance 84-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. to:------------------------------------------------------------' ------------ Conservation Commission Please be advised that the Certificate of Compliance for the project at: Project Location � DEP File-Number f Has been recorded at the Registry of Deeds of: S County for: Property Owner and has been noted in the chain of title of the affected property on: tttl Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant x ak"8 dx•rev.5129114 WPA Form 8e,Cenifirale&Canplia.•Page 3 a(3 Page 1 of 1 Tom Devine From: Paul [pauldibiase2l @comcast.net] Sent: Tuesday, August 23, 2011 11:11 AM To: Tom Devine t® ' Cc: Chris Mello Subject: Strongwater Crossing Detention Pond Good Morning Tom, Could you please forward this email to the Chairman of the Conservation Commission. Thank you. Dear Mr. Chairman, We have encountered a situation at Strongwater Crossing with respect to the Phase IIA detention pond which is requiring us to slightly modify the drainage area due to unforeseen sub-surface ledge. We are respectfully requesting to move the detention basin as shown on the plan submitted to the boards liaison. Could you kindly add us to your next regularly scheduled meeting so that we may discuss the situation and obtain board approval. Thank you, Paul DiBiase,Trustee Osborne Hills Realty Trust 8/23/2011 l Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 — Order of Conditions MassDEP-File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town G. Recording Information Prior to commencement of work, this Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Salem Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. -------------------------------------------------------------------------------------------------------------- To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 57 Marlboro6gh Rd.' - 64-418 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: sstX 3173 3� P County Book Page for: (Jf�O/CNL {IdSy' Property Owner and has been noted in the chain of title of the affected property in: Book .Page In accordance with the Order of Conditions issued on: ydh2lll Date If recorded land, the instrument number identifying this transaction is: aas Instrument Number - If registered land, the document number identifying this transaction is: ..Document Number Signature of Applicant wpaform5 doc• rev.05/192010 Page 12 of 12 Summary The proposed modification to the Order of Conditions for Osborne Hill Subdivision involves the relocation and reconfiguration of a Stormwater Management Facility on Open Space C to the north of Lot 19 Amanda Way. The accompanying calculations demonstrate the functioning of the facility for 2, 10 and 100 year storms. Hydrograph 40 is provided to compare the previously approved peak runoff rates to those which would occur with the modified stormwater facility. The comparison is summarized in Table 1. Table 1 Storm Event Previously Approved Proposed Peak Peak Watershed Runoff Watershed Runoff 2 year 82.28 CFS 82.22 CFS 10 year 174.60 CFS 173.61 CFS 100 year 353.03 CFS 352.05 CFS -Reservoir Report Page t Reservoir No. 2 - REAR LOTS 19/20 Hydraflow Hydrographs by Intelisolve - Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(tuft) Total storage(tuft) 0.00 80.00 3,800 0 0 2.00 82.00 5,900 9,622 9,622 4.00 84.00 8,000 13,845 23,468 4.75 84.75 8,600 6,223 29,691 Culvert/Orifice Structures Weir Structures [A] [B] ICI [D] [A] [Bl [C] [D] Rise in = 12.0 4.0 8.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 12.0 4.0 8.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No.Barrels = 1 1 2 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert EI.ft - 80.00 80.00 82.50 0.00 Weir Type = - - - - Length ft = 30.0 10.0 10.0 0.0 MuldStage = No No No No Slope% = 2.00 1.00 1.00 0.00 N-Value = .013 .013 .013 .000 Orft.Coelf. = 0.60 0.60 0.60 0.00 Multistage = We Yes Yes No EAftration Rate = 0.00 in/hr/sgft Tailwater Elev.= 0.00 ft Note:All outfl n have been analyzed uncle,inlet and outlet wnvol. Stage/Storage/Discharge Table Stage Storage Elevation Civ A CIv B Civ C Chr D Wr A Wr B Wr C Wr D Exfil Total ft cult it cts ds ds ds ds cis ds, cis ds ds 0.00 0 80.00 0.00 0.00 0.00 - - - - - - 0.00 2.00 9,622 82.00 0.54 0.54 0.00 - - - - - - 0.54 4.00 23,468 84.00 4.26 0.63 3.63 - - - - - - 4.26 4.75 29,691 84.75 5.29 0.64 4.65 - - - - - - 5.29 j Hydrograph Piot Hyd. No. 4 Hydraflow Hydrographs by Intelisolve ROUTE THRU 19/20 Hydrograph type = Reservoir Peak discharge = 0.44 cfs Storm frequency = 2 yrs Inflow hyd. No. = 3 Time interval = 6 min Max. Elevation = Reservoir name = REAR LOTS 19/20 81.40 ft Max, g=Storage 9 751 cult aroreae ledieotion method used, r Hydrograph Volume=14,377 cuft 4 - Reservoir- 2 Yr- Qp = 0.44 cfs 4 3 C! 2 1 0 0.0 3.8 7.6 11.4 15.2 19.0 22.8 26.6 30.4 34.2 38.0 Time(hrs) / Hyd. 3 / Hyd. 4 -Hydrograph Plot HydraBow Hydrographs by Intelisolve j Hyd. No. 4 ROUTE THRU 19/20 Hydrograph type = Reservoir Peak discharge = 0.69 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 3 Reservoir name = REAR LOTS 19/20 Max. Elevation = 82.60 ft Max. Storage = 13,770 cuft Storage indiwtlon method used. Hydrograph Volume=26,870 tuft 4 Reservoir- 10 Yr - Op = 0.69 cfs 8- sav6-- 4-- a 2-- 01 0 4 8 12 16 20 24 28 32 36 40 Time(hrs) / Hyd. 3 / Hyd. 4 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 4 ROUTE THRU 19/20 Hydrograph type = Reservoir Peak discharge = 3.66 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 3 Reservoir name = REAR LOTS 19/20 Max. Elevation = 83.65 ft Max. Storage = 21,051 cuft Stamp indication madwd used. Hydrograph Volume=48,504 tuft 4 - Reservoir - 100 Yr- Qp = 3.66 cfs 510a15- 10-- a 5 0 0.0 3.5 7.0 10.5 14.0 17.5 21.0 24.5 26.0 31.5 35.0 Time(hrs) / Hyd. 3 / Hyd. 4 .Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 44 POSTDEV. AT AP W Hydrograph type = Combine Peak discharge = 82.22 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyds. = 40, 41, 42, 43 Hydrograph Volume=604,866 cuft 44 - Combine - 2 Yr - Qp = 82.22 cfs 100- 80---- ,en 60----- U CY 40-- 20- 0 0.0 2.6 5.2 7.8 10.4 13.0 15.6 18.2 20.8 23.4 26.0 Time(hrs) / Hyd. 40 Hyd. 41 ®° Hyd. 42 / Hyd. 43 / Hyd. 44 .'Hydrograph Plot HydraFlow Hydrographs by Intelisolve Hyd. No. 44 POSTDEV. AT AP 'A' Hydrograph type = Combine Peak discharge = 173.61 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyds. = 40, 41, 42, 43 • Hydrograph Volume= 1,202,059 cuft 44 - Combine - 10 Yr -Op = 173.61 cfs 200 15 100 50 0 0.0 2.6 5.2 7.8 10.4 13.0 15.6 18.2 20.8 23.4 26.0 Time(hrs) / Hyd. 40 / Hyd. 41 ' Hyd. 42 / Hyd. 43 / Hyd. 44 :Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 44 POSTDEV. AT APA' Hydrograph type = Combine Peak discharge = 352.05 cis Storm frequency = 100 yrs Time interval = 6 min Inflow hyds. = 40, 41, 42, 43 Hydrograph Volume=2,276,771 cuft 44 - Combine - 100 Yr- Qp = 352.05 cfs 400- 300- 200-- 100---- 0 00302001000 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 Time(hrs) / Hyd. 40 / Hyd. 41 / Hyd. 42 / Hyd. 43 / Hyd. 44 JOHN R. KEILTY, Counselor At Law Telephone (978)531-7900 40 Lowell Street Facsimile (978) 531-2479 Peabody,MA 01960 E-Mail KeiltyLaw@verizon.net September 29, 2011 SEP 30 2011 DEPT.OF PLANNING& COMITY DEVELOPMENT Conservation Commission City of Salem 120 Washington Street, P Floor Salem, MA 01970 Attn: Thomas Devine, Administrator Re: DEP File No. 64-418 Osborne Hills Subdivision, 57 Marlborough Road, Salem,MA Dear Mr. Devine: This office represents Paul DiBiase, Trustee of Osborne Hills Realty Trust u/d/t dated July 7, 2000 recorded at the Essex South District Registry of Deeds in Book 16455, Page 100 with regard to a modification of the Order of Conditions recorded with said Deeds in Book 25909, Page 312. The Conservation Commission issued an Order of Conditions for DEP File No. 64-418 which is recorded as above-referenced. The applicant would now like to modify the original proposal in order to reconfigure a stormwater detention facility located on Parcel C (north of Lot 19 on Amanda Way) in the Osborne Hills Subdivision. I am providing you with ten (10) copies of a revised Plan and ten (10) copies of revised Stormwater Calculations which account for the modification which is requested. I have Salem Conservation Commission Page -2- September 29, 2011 forwarded one copy of this request letter and one copy of the plan and stormwater calculations to the DEP and I have provided the enclosed Affidavit to the abutters. Very truly yours, john 9 I&ifty John R. Keilty, Esquire JRK/emb Enclosures cc: Massachusetts Department of Environmental Protection r Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: SALEM When filling From: 1.Conservation Commission out forms on the computer, 2. This issuance is for(check one): a. ❑ Order of Conditions b. ® Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Osborne Hills Realty Trust use the return a.First Name b.Last Name c.Company key. P.O. Box 780 d. Mailing Address VQ Lynnfield MA 01940 e.City/Town f.State g.Zip Code FA 4. Property Owner(if different from applicant): a. First Name b.Last Name c.Company d. Mailing Address e.City/Town I.State g.Zip Code 5. Project Location: Off of Marlborough Road Salem a.Street Address b.City/Town 9 1 c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known (note: 42-30-25 70-55-34 electronic filers will click for GIS locator): e. Latitude f.Longitude s. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.Certificate(if registered land) 25909 312 c.Book d. Page 7. Dates: May, 11 2006 November 16, 2006 November 16, 2006 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Definitive Subdivision Plan a. Plan Title Eastern Land Survey Assoc., Inc. Christopher R. Mello, PLS & b.Prepared By Clayton A. Morin, P.E. May 8, 2006 1"=40- d. Final Revision Date e.Scale I.Additional Plan or Document Title g.Date wpaform5.doc• rev.3/1/05 Page 1 of 9 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control z. This Commission hereby finds the project, as proposed, is:(check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) a. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a. linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linear feet b.linear feet c.linear feet d.linear feet s. ® Bordering Vegetated 3,580 3,580 5,400 5,400 Wetland a.square feet b.square feet c.square feet d.square feet 6. F1 Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.cu.yd dredged f.cu.yd dredged wpaform5.doc• rev.3/1/05 Page 2 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet a, ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq it within 100 It c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g,square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 14. [:1 Coastal Dunes a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt 15. ❑ Coastal Banks a. linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17, ❑ Salt Marshes a.square feet b.square feet c.square feet d,square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b.cu.yd dredged 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpaforra5.dm• rev.3/1/05 Page 3 of 9 r Massachusetts Department of Environmental Protection I Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 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, bylaws, 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. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition 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. Any fill shall contain 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. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then 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 the 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 done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" (or, "MA DEP"] "File Number 64-418 " wpaform5.doc• rev.311/05 Page 4 of L11Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special.Conditions: If you need more See Attached Sheet space for additional conditions, select box to attach a text document wpaform5.doc• rev.3/1/05 Page 5 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance t. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No z. The hereby finds (check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a. Municipal Ordinance or Bylaw b.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. 4. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: a. Municipal Ordinance or Bylaw b.Citation The Commission orders that all work shall be performed in accordance with the following 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. If you need more c. The special conditions relating to municipal ordinance or law are as follows: space for p g P y additional conditions, The special conditions attached to this Order of Conditions relate to both the City of Salem's local select box to ordinance and the Massachusetts Wetlands Protection Act attach a text document wpaform5.dm, rev.3/1/05 Page 6 of f Massachusetts Department of Environmental Protection I Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special July 13, 2006 condition pursuant to General Conditions #4, from the date of issuance. 1. Date of Issuance Please indicate the number of members who will sign this form: four(4) This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: Notary Acknowledgement Commonwealth of Massachusetts County of Essex On this 16 of November 2006 Day Month Year Before me, the undersigned Notary Public, Kevin Cornacchio, Joe Furnari, David Summer, personally appeared Amy Hamilton David Pabich & Michael Blier proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem Conservation Commission City/Town Signature of Notary Public Frank Taormina Printed Name of Notary Public Place notary seal and/or any stamp above April 27, 2012 My Commission Expires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on ❑ by certified mail, return receipt requested,on Date Date wpaform5.dm• rev.311105 Page 7 of 9 a� LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpaform5.do • rev.3/1/0.5 Page 8of9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions ; 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. SALEM Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ----- To: SALEM Conservation Commission Please be advised that the Order of Conditions for the Project at: Osborne Hills (off Marlborough Road) 64-418 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpafarm5.dm rev.3/1/05 Page 9 o19 S v.� P. RECEIVE® OCT 0 3 2011 Summary DEPT.OF PLANNING& COMITY DEVELOPMENT The proposed modification to the Order of Conditions for Osbome Hill Subdivision involves the relocation and reconfiguration of a Stormwater Management Facility on Open Space C to the north of Lot 19 Amanda Way. The accompanying calculations demonstrate the functioning of the facility for 2, 10 and 100 year storms. Hydrograph 40 is provided to compare the previously approved peak runoff rates to those which would occur with the modified stormwater facility. The comparison is summarized in Table 1. Table 1 Storm Event Previously Approved Proposed Peak Peak Watershed Runoff Watershed Runoff 2 year 82.28 CFS 82.22 CFS 10 year 174.60 CFS 173.61 CFS 100 year 353.03 CFS 352.05 CFS Reservoir Report page t Reservoir No. 2 - REAR LOTS 19/20 Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cuft) 0.00 80.00 3,800 0 0 2.00 82.00 5,900 9,622 9,622 4.00 84.00 8,000 - 13,845 23,468 4.75 84.75 8,600 6,223 29,691 Culvert/Orifice Structures Weir Structures [A] [Bl [C] [D] [A] [B] [C] [D] Rise in = 12.0 4.0 8.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 12.0 4.0 8.0 0.0 Crest EI.It = 0.00 0.00 0.00 0.00 No.Barrels = 1 1 2 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert EI.It = 80.00 80.00 82.50 0.00 Weir Type = - - - - Length ft = 30.0. 10.0 10.0 0.0 Multi-Stage = No No No No Slope% = 2.00 1.00 1.00 0.00 N-Value = .013 .013 .013 .000 Ord.Coeff. = 0.60 0.60 0.60 0.00 Multi-Stage = We Yes Yes No E>diltration Rate = 0.00 in/hr/sgft Tailwater Elev.= 0.00 ft Note:All outfl w have been analyzed under inlet and outlet control. Stage/Storage/Discharge Table Stage Storage Elevation CIv A Civ B CIV C Clv D Wr A Wr B Wr C Wr D ExIiI Total ft cult ft cis cis cis cfs cfs ds ds cfs ds ois 0.00 0 80.00 0.00 0.00 0.00 - - - - - - 0.00 2.00 9,622 82.00 0.54 0.54 0.00 - - - - - - 0.54 4.00 23,468 84.00 4.26 0.63 3.63 - - - - - - 4.26 4.75 29,691 84.75 5.29 0.64 4.65 - - - - - - 5.29 -Hydrograph Plot Hyd. No. 4 Hydraflow Hydrographs by Intelisolve ROUTE THRU 19/20 Hydrograph type = Reservoir Peak discharge = 0.44 cfs Storm frequency = 2 yrs Inflow hyd. No. = 3 Time interval = 6 min Reservoir name = REAR LOTS 19/20 Max. Elevation = 81.40 ft Max. Storage = 6,751 cuff Storage Indieauon method used. Hydrograph Volume=14,377 cult 4 - Reservoir - 2Yr - Qp = 0.44 cfs 4 3 C7 2 1 0 0.0 3.8 AT61111A 15.2 19.0 22.826.6 30.4 34.2 38.0 Time (hrs) / Hyd. 3 / Hyd. 4 .Hydrograph Plot Hydratlow Hydrographs by Intelisolve Hyd. No. 4 ROUTE THRU 19/20 Hydrograph type = Reservoir Peak discharge = 0.69 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 3 Reservoir name = REAR LOTS 19/20 Max. Elevation = 82.60 ft Max. Storage = 13,770 cuft Storage Indication method used. Hydrograph Volume=26,870 cult 4 - Reservoir- 10 Yr- Qp = 0.69 cfs 8- 6420 6-- 4-- 2-- 0 0 4 8 12 16 20 24 28 32 36 40 Time(hrs) / Hyd. 3 / Hyd. 4 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 4 ROUTE THRU 19/20 Hydrograph type = Reservoir Peak discharge = 3.66 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 3 Reservoir name = REAR LOTS 19/20 Max. Elevation = 83.65 ft Max. Storage = 21,051 cuft smrage lndlcetl n method used. - Hydrograph Volume=48,504 cult 4 - Reservoir - 100 Yr - Qp = 3.66 cfs s105015- 10-- 5-- 01 0.0 3.5 7.0 10.5 14.0 17.5 21.0 24.5 28.0 31.5 35.0 Time(hrs) / Hyd. 3 / Hyd.4 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 44 POSTDEV. AT AP 'A' Hydrograph type = Combine Peak discharge = 82.22 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyds. = 40, 41, 42, 43 Hydrograph Volume=604,866 cuft 44 - Combine - 2 Yr- Qp = 82.22 cfs 100- 80-- 60-- 40-- 20-- 0 00806040200 0.0 2.6 5.2 7.8 10.4 13.0 15.6 18.2 20.8 23.4 26.0 Time(hrs) / Hyd. 40 f Hyd. 41 Hyd. 42 / Hyd. 43 / Hyd. 44 ,Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 44 POSTDEV. AT AP W Hydrograph type = Combine Peak discharge = 173.61 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyds. = 40, 41, 42, 43 Hydrograph Volume=1,202,059 cuR 44 - Combine - 10 Yr - Qp = 173.61 cfs 200- 1 50 oo150 � I C'1 100-- 50-- 0 00500 0.0 2.6 5.2 7.8 10.4 13.0 15.6 16.2 20.8 23.4 26.0 Time(hrs) / Hyd. 40 } Hyd. 41 Hyd. 42 / Hyd. 43 / Hyd. 44 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 44 POSTDEV. AT APA' Hydrograph type = Combine Peak discharge = 352.05 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyds. = 40, 41, 42, 43 Hydrograph Volume=2,276,771 cult 44 - Combine - 100 Yr- QP = 352.05 cfs 400- 300----- 200-- 0 0030200p ...__ a .,... .. - ` 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 Time(hrs) / Hyd. 40 / Hyd. 41 t Hyd. 42 / Hyd. 43 / Hyd. 44 xI;UNUIT�„tQ CITY OF SALEM CONSERVATION COMMISSION October 17, 2011 Paul DiBiase PO Box 780 Lynnfield, MA 01940 Re: Amended Order of Conditions—DEP #64418 Osborne Hills Subdivision off of Marlborough Road, Salem, Massachusetts Dear Mr. DiBiase: Enclosed, please find the amended order of conditions for the above referenced project. The attached amended order must be recorded at the Essex County Registry of Deeds, Shetland Park, 45 Congress Street, Suite 4100, Salem, Massachusetts. Once recorded, please return a copy of Page 12 of the amended order, which will indicate to the Commission that the document has been recorded. Please note that this amendment does not modify the expiration date of the original order. 1f you have any further questions, please feel free to contact me 978-619-5685. Sincerely, Tom Devin Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-418 if Massachusetts WPA Form 5 - Order of Conditions MassDEP Pile Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town A. General Information Please note: Salem this form has 1. From: — been modified Conservation Commission with added 2. This issuance is for space to a. ❑Order of Conditions b. ® Amended Order of Conditions accommodate (check one): the Registry of Deeds 3. To: Applicant: Requirements Important: a. First Name b.Last Name When filling Osborne Hills Realty Trust out forms c.Organization - on the PO Box 780 computer, use only the d. Mailing Address tab key to Lymfield MA 01940 move your e. City/Town f. Stale g.Zip Code cursor-do not use the 4. Property Owner(if different from applicant): return key. rtl a. First Name to. Last Name c. Organization ren. d. Mailing Address e. City/Town f. State g.Zip Code 5. Project Location: 57 Marlborough Rd. _ Salem a. Street Address b.City/Town 9 1 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: 42d30m25s _ 70d55m34s _ d. Latitude e.Longitude weaform5.doc• rev_05/1920IQ Page 1 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town A. General Information (cont.) 6. Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): Essex a.County b.Certificate Number(if registered land) 25909 _ 312 —– ----- -- -- c. Book d. Page z Dates: 9/30/11 10/13/11 10/17/11 _ a. Date Notice of Intent Filed b. Date Public Hearing Closed c. Date of Issuance a. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Definitive Subdivision Plan a. Plan Title Eastern Land Survey Assoc., Inc. Christopher A. Mellom PLS & Clayton A. b. Prepared By Morin, PE 5/8/06 1..=40' d. Final Revision Date e.Scale See attached f.Additional Plan or Document Title g. Date B. Findings t. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act (the Act). Check all that apply: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention I. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. wpaform5.Uoc rev.05I19f2010 Page 2 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: `�,_ Bureau of Resource Protection - Wetlands 64-418 �,, WPA Form 5 — Order of Conditions ""assoEPFile# / Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 r eDEP Transaction# Salem City/Town B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a. linear feet Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linearfeet b.linearfeet c.linear feet d.lin ear feet 5. ® Bordering 3580 3580 5400 5400 Vegetated Wetland a.square feet b.square feet c.square feet d.square feet s. ❑ Land Under Waterbodies and a.square feet bsquare feet c.square feet d.square feet Waterways e.c/y dredged f.c/y dredged T. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront Area r„r�i�„ roor b. total sq.feet Sq ft within 100 ft d.square feet o roor f.square feel Sq ft between 100- 200 ft roor h.square feet j.square feet wpaform5.4oc• rev.05/19/2010 Page 3 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a,square feet b.square feet c.c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below ❑ Coastal Beaches cu yd cu yd 13. a.square feet b.square feet c.nourishment d. nourishment cu yd cu yd ❑ Coastal Dunes 14. a.square feet b.square feet c.nourishment d.nourishment 15. ❑ Coastal Banks a. linear feet b. linear feet is. ❑ Rocky Intertidal Shores a.square feel b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet is. ❑ Land Under Salt Ponds a.square feet b.square feet c.--d— c/y redged d.c/y dredged is. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.cly dredged 21. ❑ Land Subject to Coastal Storm a.square feet b.square feet Flowage .paform5.da.• rev.05/192010 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: _ Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 -- I eDEP Transaction It Salem _ City/Town B. Findings (cont.) *#22.If the 22 ❑ Restoration/Enhancement *: project is for the purpose of restoring or square uare feet of BVW enhancing a q b.square feet of salt marsh wetland resource area 23. ® Stream Crossing(s): in addition to 6 (total wetland crossings, including but not the square footage that limited to streams) b.number of replacement stream crossings has been entered in C. General Conditions Under Massachusetts Wetlands Protection Act Section B.5.c (BVW)or The following conditions are only applicable to Approved projects. BA Tc(Salt Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter the additional regulatory measures, shall be deemed cause to revoke or modify this Order. amount here. 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, bylaws, 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. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition 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. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not extend the issuance date of the original Final Order of Conditions and the Order will expire on 6/13/2012 unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain 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. 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. wpaform5Aoc• rev.051190M Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-418 \% WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 9. No work shall be undertaken until the Order has become final and then 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 the 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 done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" for, "MassDEP"] "File Number 64-418 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. wpaform5.doc• rev.05It92010 Page 6 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: \ Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 - Order of Conditions MassDEP File# \ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order (the "Project') is (1)® is not(2)❑ subject to the Massachusetts Stormwater Standards. If the work is subject to the Stormwater Standards, then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; iv. all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs is suitably established to withstand erosion. wpalorm5.tloe rev.051192010 Page 7 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: El Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40eDEP Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party(defined in General Condition 18(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement) for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ("O&M Plan") and certifying the following: i.) the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f) through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpaform5.ticc• rev.05119M10 Page 8 W 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 - Order of Conditions VmDUP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three (3) consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. ' I) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): See attached wpaforrP5.dcc• rev.05/1912010 Page 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Salem hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1. Municipal Ordinance or Bylaw 2.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Wetlands Protection and Conservation Ordinance c.50 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following 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. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): See attached wpafcrm5.doc• rev.05/10/2010 Page 10 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 e _ eDEPEP TTrransaction# Salem City/Town - E. Signatures Important: This Order is valid for three years, unless otherwise specified as a special When filling out condition pursuant to General Conditions#4,from the date of issuance. f. Date of Issuance forms on the computer,use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Co issi n. 2. Number of Signers to move your cursor-do not The Order must be mailed by certified mail (return ceipt r ested) or hand delivered to use the return the applicant. A copy must be mailed, hand deliv 'cally at the same y time with the appropriate MassDEP Regional ice. r� Sign ures: ❑ by hand delive y on by certified mail, return receipt re uested, on Date �C2 h 1 Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act (M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction, wpa5sigs.doc- rev.0212512010 Page of QL Massachusetts Department of Environmental Protection Provided by MassDEP: _ Bureau of Resource Protection - Wetlands 64-418 WPA Form 5 - Order of Conditions MassDEPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Town G. Recording Information Prior to commencement of work, this Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Salem Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------- To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: 57 Marlborough Rd. 64-418 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpoform5.doc• rev.05/192010 Page 12 0!12 Attachment to Amended Order of Conditions # 64-418 Page 11of 8 SALEM CONSERVATION COMMISSION Amended Order of Conditions DEP FILE #64-418 Osborne Hills Subdivision City of Salem, Massachusetts October 17, 2011 ADDITIONAL FINDINGS Based on the Estimated Habitats or Rare Wildlife and Certified Vernal Pools Map (October I, 2008) from Natural Heritage & Endangered Species Program (NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This Order is issued under the Massachusetts Wetlands Protection Act, M.G.L. Chapter 131, Section 40 and the City of Salem Wetlands Protection and Conservation Ordinance, Salem Code Chapter 50. This Order permits the construction of roadways, utilityconnections stormwater management facilities, filling of 3,580 square feet of BVW and the replication of 5,400 square feet of BVW for a 129-lot residential cluster subdivision. This Order does not permit the construction of any homes. A total of six jurisdictional wetlands will be crossed using a combination of span bridges (2) and arch culverts (4). Approximately 93 acres of the total 162- acre project site will be protected as open space with a low impact public accessible trail network designed for passive recreational use. The trail network shall cross jurisdictional wetlands in five (5) locations; three of the five locations will require footbridges. All of the trail crossings have been designed and approved as a Limited Project provision of WPA(3 10 CMR 10.53(3)0)). This Order, as amended November 16,2006,permits the following alteration in the phasing plan of the construction: Phase I and Phase 2 will be worked on and completed, upon completion the applicant shall follow the instructions outlined under theAfier Construction section of this Order of Conditions. The Commission or its Agent shall inspect the site to determine compliance with Phase One and Phase Two approved items. The applicant shall not commence with any other work until a Partial Certificate of Compliance has been issued. A second alteration is that Phases 3, 4, and 5 shall be worked on, upon approval of work completed under Phases 1 and 2, and upon completion the applicant shall follow the instructions outlined under the After Construction section of this Order of Conditions in order to receive a Partial Certificate of Compliance. Phases 6. 7, 8, 9,and 10 remain as separate Phases that have to be completed per the instructions outlined under the Alter Construction section of this Order of Conditions and Partial Certificates of Compliance issued before work can occur within another phase. All phases will be completed per the Order of Conditions issued herein. This Order,as amended October 17, 2011, permits modification of the stormwater facilities per revised plan, which includes`Buffer Zone Restoration Notes"and "Plant List", dated September 29, 2011. GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety(all 8 pages) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. Attachment to Amended Order of Conditions # 64-418 'f Page 2of 8 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34, Section 34-1 —34-13. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing, a sign shall be displayed showing DEP File#64-418, and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order, the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent, officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40, the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. 8. The term "Applicant"as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816), U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5) of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code (780 CMR 744.). 10. If there are conflicting conditions within this Order, the stricter condition(s) shall rule. IL All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. Attachment to Amended Order of Conditions # 64-418 Page 3of 8 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans 1. Definitive Subdivision Plans Osborne Hills 2. Stormwater Manaeement Plan 3. Wetland Replication Plan (Title) May 8, 2006, November 2005 April 12 2006 (respectively) (Dated) Christopher R. Mello & Clayton A. Morin (Eastern Land Survey Associates Inc.) (Signed and Stomped by) City of Salem Conservation Commission (On file Wth) Final Approved Plans (2011 revision) Revision Plan, Osborn Hills, Salem, Massachusetts, Plan & Profile—Stormwater Facicilities, Amanda Way to Open Space C (Title) September 29, 2011 (Dated) Christopher R. Mello & Clayton A. Morin(Eastern Land Survey Associates Inc.) (Signed and Stomped by) City of Salem Conservation Commission (On file Wth) 15. Any proposed changes in the approved plants) or any deviation in construction from the approved plan(s) shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued, the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. Condition#52 as indicated shall continue in force beyond the Certificate of Compliance, in perpetuity, and shall be referenced to in all future deeds to this property. 18. Approved wetland resource alteration and replication shall be performed according to the"Alteration and Replication of Vegetated Wetland"conditions of this Order. Attachment to Amended Order of Conditions k 64-418 Page 4of 8 PRIOR TO CONSTRUCTION 19. Prior to the commencement of any activity on this site, the applicant or current landowner shall designate a qualified representative,who shall inspect and direct the maintenance of all erosion and sedimentation control measures on site and ensure compliance with this Order of Conditions. Contact information for the qualified representative shall be forwarded to the commission. 20. Prior to the commencement of any activity on this site other than activities listed above, there shall be a Pre-Construction Meeting between the project supervisor, the contractor responsible for the work, and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary, during the pre-constriction meeting. Please contact the Conservation Commission Agent at(978) 745-9595 ext 311 at least forty-eight(48) hours prior to any activity to arrange for the pre-construction meeting. 21. Prior to the pre-construction meeting and commencement of any activity on this site, sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or its Agent shall inspect and approve such installation at the pre-construction meeting. 22. No clearing of vegetation,including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 23. There shall be forty (40) hay bales and wooden stakes under cover on the site to be used only for emergency erosion control. EROSION CONTROL 24. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project; the Commission may require additional measures. 25. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 26. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 27. The area of construction shall remain in a stable condition at the close of each construction day. 28. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 29. Within thirty (30) days of completion of construction on any given portion of the project, all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 30. If soils are to be disturbed for longer that two (2) months, a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, Attachment to Amended Order of Conditions N 64-418 f Page 5of 8 exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored, to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 31. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 32. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 33. All waste products, grubbed stumps, slash; construction materials, etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from rivers. 34. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 35. All exposed sub-soils shall be covered by a minimum of three(3) inches of quality screened loam topsoil prior to seeding and final stabilization. 36. Immediately following drainage structure installation all inlets shall be protected by silt fence, haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 37. There shall be no pumping of water from wetland resource areas. 38. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 39. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 40. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including, but not limited to,civil administrative penalties under M.G.L Chapter 21 A, section 16. ALTERATION AND REPLICATION OF VEGETATED WETLAND 41. Prior to the Pre-Construction Meeting and commencement of any activity on this site,the applicant or current landowner shall provide the Commission with the name of a qualified"Wetlands Specialist" experienced in wetland replication who shall be present on site to direct and supervise the replication work. 42. Prior to the Pre-Construction Meeting and commencement of any activity on this site, the borders of both the wetland resource area(s) to be altered and the replication area(s) shall be clearly delineated by grade stakes set in place by field survey. 43. Prior to any alteration of wetland resource area, the wetland replication area(s) shall be constructed per the approved wetland replication site plan and wetland replication methodology. The wetland replication area shall be excavated in the location and to the size and elevation indicated on the approved wetland replication site plan. 44. Following constriction of the wetland alteration and replication areas and prior to any other work on site, the Wetlands Specialist shall certify in writing to the Commission that all the wetland alteration and replication work has been performed in compliance with the Order of Conditions. =" Attachment to Amended Order of Conditions # 64-418 '+ Page hof 8 45. If the wetland replication area does not exhibit at least fifty(50%) percent coverage of indigenous wetland indicator species by the end of the first growing season,the applicant shall supplement the plantings with indigenous wetland indicator species obtained via transplantation from adjacent wetland areas or from a nursery specializing in the propagation of wetland plants. 46. The Wetland Specialist shall monitor the soil horizons and depths,plant community composition and structure,and hydrology of the wetland replication area. Monitoring inspections shall occur in.June and September for two complete growing seasons following completion of construction. Copies of the documentation for each monitoring inspection shall be submitted to the Commission immediately following each inspection Monitoring shall continue beyond that date if the wetland replication area does not exhibit at least seventy-five(75%) percent coverage of indigenous wetland indicator species at the end of the second complete growing season. 47. In the event that the wetland replication area does not meet the Performance Standard for wetland replication as set forth in Section 10.55(4)(b)(1-7)of the Massachusetts Wetlands Protection Act Regulations, the Wetland Specialist shall submit a wetland replication Contingency Plan in writing to the Commission. The Contingency Plan shall describe proposed measures(such as additional plantings and/or changes in grading)designed to bring the replication area into compliance with said regulations.The Contingency Plan shall not be implemented until it has been reviewed and approved by the Commission or its Administrator. AFTER CONSTRUCTION 48. Upon completion of construction and final soil stabilization of the entire subdivisions (all ten phases), the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form (WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. (3) An "As-Built" plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stoumwater management conveyances, structures and best management designs, including foundation drains, constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas - "structures" include, but are not limited to, all buildings, septic system components,wells, utility lines, fences, retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work" includes any filling, excavating and/or disturbance of soils or vegetation approved under this Order; (e) Wetland resource replication areas constructed under this Order. (4) A letter from a qualified Wetlands Specialist certifying compliance with the wetland replication requirements set forth below under Wetland Alteration. ;,. Attachment to Amended Order of Conditions N 64-418 Page 7of 8 49. When issued, the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 50. If the completed work differs from that in the original plans and conditions, the report must specify how the work differs; at which time the applicant shall First request a modification to the Order. Only upon review and approval by the Commission, may the applicant request in writing a Certificate of Compliance as described above. 51. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. PERPETUAL CONDITIONS 52. All drainage structures/detention basins shall be maintained as outlined in the approved Stormwater Management Plan (dated November 2005), and shall be the responsibility of the applicant/property owner. ADDITIONAL CONDITIONS(PHASE ONE) 53. The approved erosion control measures shall also delineate the limit of work line,except in approved wetland filling and replication areas. 54. Any dewatering activities on the project site in which water will be released to wetland resource areas shall make use of a settling basin or similar device to remove sediment before water is discharged. 55. Upon completion of Phase One of the Osborne Hills Subdivision Phasing Plan, the applicant shall Request a Partial Certificate of Compliance and submit the required documentation as outlined above in the After Construction Section of this Order. The Commission or its Agent shall inspect the site to determine compliance with Phase One approved items. The applicant shall not commence with any other work until a Partial Certificate of Compliance has been issued. If items have been satisfactorily completed the applicant shall submit Phase Two items outlined in the approved "Individual Phase Pre- construction Conference Document" for review and approval. At the Commission's discretion, it can Amend the Order of Conditions to issue additional conditions it feels is necessary for Phase Two of the project. No work shall commence on site until the Commission has reviewed/approved the next Phase Items and issued a Notice to Proceed or issued an Amended Order of Conditions for Phase"rwo. Same shall be true for Phase Three—Phase Ten. AMENDED CONDITIONS 56. Condition 55 has been altered, combining Phases One and Two and Phases Three, Four,and Five. The Amended Condition reads as follows: Upon the completion of Phases One and Two of the Osborne Hills Subdivision Phasing Plan, the applicant shall Request a Partial Certificate of Compliance and submit the required documentation as outlined above in the After Construction Section of this Order. The Commission or its Agent shall inspect the site to determine compliance with Phase One and Two approved items. The applicant shall not commence with any other work until a Partial Certificate of Compliance has been issued. ft'items have been satisfactorily completed the applicant shall submit Phase Three, Four and Five items outlined in the approved "Individual Phase Pre-construction Conference Document" for review and approval. At the Commission's discretion, it can Amend the Order of Conditions to issue additional conditions it Attachment to Amended Order of Conditions H 64-418 , Page 8of 8 feels is necessary for Phase Three, Four, and Five of the project. No work shall commence on site until the Commission has reviewed/approved the next Phase Items and issued a Notice to Proceed or issued an Amended Order of Conditions for Phases Three, Four, and Five. Phases Six, Seven, Eight, Nine, and Ten each stand alone as separate phases and work cannot proceed in any of the phases until the required documentation as outlined above in the 1Ifier Construction Section of this Order has been submitted for the previous phase, the Commission or its Agent has inspected the site and determined compliance with the approved items for the phase, a partial certificate of Compliance has been issued for the previous phase, and an "Individual Phase Pre-construction Conference Document" has been submitted for review and approval by the Commission or its Agent. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: SALEM When filling From: t,Conservation Commission out forms on the computer, 2. This issuance is for (check one): a. ❑ Order of Conditions b. * Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Osborne Hills Realty Trust use the return a. First Name b. Last Name c.Company key. P.O. Box 780 d.Mailing Address Lynnfield MA 01940 e.City/Town I.State g.Zip Code 4. Property Owner (if different from applicant): a. First Name b. Last Name c.Company d. Mailing Address e.City/Town I.State g.Zip Code 5. Project Location: Off of Marlborough Road Salem a.Street Address b.City/Town 9 1 c.Assessors Map/Plat Number d. Parcel/Lot Number Latitude and Longitude, if known (note: 42-30-25 70-55-34 electronic filers will click for GIS locator): e.Latitude I.Longitude s. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.Certificate(if registered land) 25909 312 c.Book d.Page 7. Dates: May, 11 2006 November 16, 2006 November 16, 2006 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance a. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Definitive Subdivision Plan a. Plan Title Eastern Land Survey Assoc., Inc. Christopher R. Mello, PLS & b. Prepared By Clayton A. Morin, P.E. May 8, 2006 1"=40' d. Final Revision Date e.Scale f.Additional Plan or Document Title g. Date w alorrr&doc• rev.3/1/05 Page 1 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitter) which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linearfeet &linearfeet c.linearfeet d.linear feet 5. ® Bordering Vegetated 3,580 3,580 5,400 5,400 Wetland a.square feet b.square feet c.square feet d.square feet s. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.cu.yd dredged f.cu.yd dredged v,aform5.doc• rev.3/1/05 Page 2 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. El Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet a. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 It c.square feet d.square feet e.square feet f.square feet Sq It between 100-200 ft square feet h.square feet i.square feet 9• q q q I.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 14. [-1 Coastal Dunes a.square feet b.square feet c.Gy nourishmt. d.Gy nourishmt 15. ❑ Coastal Banks a.linear feet b.linear feet is. ❑ Rocky Intertidal Shores a.square feet b.square fest 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet is. ❑ Land Under Salt Ponds a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet csquare feet d.square feet 2o. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b.cu.yd dredged 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpaformSAtl • rev.3/1/05 Page 3 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 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, bylaws, 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. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition 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. An fill used in connection with this project shall be clean fill.An fill shall contain trash,Y P 1 no ash refuse Y 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. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then 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 the 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 done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number 64-418 " wpaforei5.dw• rev.3/1/05 Page 4 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special Conditions: If you need more See Attached Sheet space for additional conditions, select box to attach a text document vgaform5.doc• rev.3/1/05 Page 5 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP t=ile Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance t. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The hereby finds (check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a.Municipal Ordinance or Bylaw b.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. 4. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: a.Municipal Ordinance or Bylaw b.Citation The Commission orders that all work shall be performed in accordance with the following 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. It you need more space for c. The special conditions relating to municipal ordinance or bylaw are as follows: additional conditions, The special conditions attached to this Order of Conditions relate to both the City of Salem's local select box to ordinance and the Massachusetts Wetlands Protection Act attach a text document wpaform&do • rev.3/1/05 Page 6 o19 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special `a condition pursuant to General Conditions#4, from the date of issuance. t. D to of f nuance Please indicate the number of members who will sign this form: six (6) This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: z Notary Acknowledgement Commonwealth of Massachusetts County of Essex On this 16 of November 2006 Day Month Year Before me, the undersigned Notary Public, K. Cornacchio,J. Furnari, D. Pabich, M. Blier, A. personally appeared Hamilton, & D. Summer proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem clty/Town Conservatiori Commission CAREY *DUO ut CatrvN 6.2Pic 0 Signature of Nottry Public Carey R. Du ues Printed Name of Notary Public Place notary seal and/or any stamp above August 16, 2013 My Commission Expires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on 0 by certified mail, return receipt requested, on II/a9 �oe Date Date .paform .doc• rev.3/1/05 Page 7 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpaforrt5.dx• rev.3/1/05 Page 6 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. SALEM Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ------------------------------------------------------- ---------------------------------------------------------------- To: SALEM Conservation Commission Please be advised that the Order of Conditions for the Project at: Osborne Hills (off Marlborough Road) 64-418 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpaform5Atl rev.9/1/05 Page 9 of Attachment to Order of Conditions# 64-418 1-11;W a y Page'lof u �;W SALEM CONSERVATION COMMISSION Amended Order of Conditions DEP FILE #64-418 Osborne Hills Subdivision City of Salem,Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats or Rare Wildlife and Certified Vernal Pools Map (June 1, 2003) from Natural Heritage &Endangered Species Program(NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vemal pools. This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L. Chapter 131,Section 40 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34;Section 34-1 —34-13. This Order permits the construction of roadways, utility connections, stormwater management facilities, filling of 3,580 square feet of BVW and the replication of 5,400 square feet of BVW for a 129-lot residential cluster subdivision. This Order does not permit the construction of any homes. A total of six jurisdictional wetlands will be crossed using a combination of span bridges (2) and arch culverts (4). Approximately 93 acres of the total 162- acre project site will be protected as open space with a low impact public accessible trail network designed for passive recreational use. The trail network shall cross jurisdictional wetlands in five (5) locations, three of the five locations will required footbridges. All of the trail crossings have been designed and approved as a Limited Project provision of WPA(310 CMR 10.53(3)0)). This Amended Order of Conditions permits the following alteration in the phasing plan of the construction: Phase 1 and Phase 2 will be worked on and � upon completion com leted u letion theapplicant shall follow the P P instructions outlined under the After Construction section of this Order of Conditions. The Commission or its Agent shall inspect the site to determine compliance with Phase One and Phase Two approved items. The applicant shall not commence with any other work until a Partial Certificate of Compliance has been issued. A second alteration is that Phases 3,4,and 5 shall be worked on, upon approval of work completed under Phases 1 and 2, and upon completion the applicant shall follow the instructions outlined under the After Construction section of this Order of Conditions in order to receive a Partial Certificate of Compliance. Phases 6, 7, 8, 9, and 10 remain as separate Phases that have to be completed per the instructions outlined under the After Construction section of this Order of Conditions and Partial Certificates of Compliance issued before work can occur within another phase. All phases will be completed per the Order of Conditions issued herein. GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety(all 7 pages) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40,Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34,Section 34-1 —34-13. ¢ w Attachment to Order of Conditions #64-418 Page 2of 3. All work shall he performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing, a sign shall be displayed showing DEP File#64-418, and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order, the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. 8. The term"Applicant"as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816), U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5) of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L. Ch. 21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code (780 CMR 744.). 10. If there are conflicting conditions within this Order, the stricter condition(s) shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: r t Attachment to Order of Conditions # 64-418 s€: Page 3,of 7E Final Approved Plans 1.Definitive Subdivision Plans Osborne Hills 2. Stormwater Management Plan 3.Wetland Replication Plan (Title) May 8, 2006,November 2005, April 12, 2006(respectively) (Dated) Christopher R. Mello & Clayton A. Morin(Eastern Land Survey Associates, Inc.) (Signed and Stamped by) City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s)shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. Condition#52 as indicated shall continue in force beyond the Certificate of Compliance,in perpetuity,and shall be referenced to in all future deeds to this property. 18. Approved wetland resource alteration and replication shall be performed according to the"Alteration and Replication of Vegetated Wetland"conditions of this Order. PRIOR TO CONSTRUCTION 19. Prior to the commencement of any activity on this site,the applicant or current landowner shall designate a qualified representative,who shall inspect and direct the maintenance of all erosion and sedimentation control measures on site and ensure compliance with this Order of Conditions. Contact information for the qualified representative shall be forwarded to the commission. 20. Prior to the commencement of any activity on this site other than activities listed above,there shall be a Pre-Construction Meeting between the project supervisor,the contractor responsible for the work,and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary,during the pre-construction meeting. Please contact the Conservation Commission Agent at (978) 745-9595 ext 311 at least forty-eight(48)hours prior to any activity to arrange for the pre-construction meeting. 21. Prior to the pre-construction meeting and commencement of any activity on this site, sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or its Agent shall inspect and approve such installation at the pre-construction meeting. Attachment to Order of Conditions # 64-418 € �,ffyl Page ""of 22. No clearing of vegetation,including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 23. There shall be forty (40) hay bales and wooden stakes under cover on the site to be used only for emergency erosion control. EROSION CONTROL 24. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project;the Commission may require additional measures. 25. All debris,fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 26. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 27. The area of construction shall remain in a stable condition at the close of each construction day. 28. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 29. Within thirty (30) days of completion of construction on any given portion of the project, all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 30. If soils are to be disturbed for longer that two(2)months, a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, exposed surface shall be stabilized by other appropriate erosion control measures firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 31. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 32. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 33. All waste products,grubbed stumps,slash;construction materials,etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from rivers. 34. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 35. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. Attachment to Order of Conditions # 64-418 Page Sof J 36. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 37. There shall be no pumping of water from wetland resource areas. 38. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 39. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 40. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including, but not limited to,civil administrative penalties under M.G.L Chapter 21A, section 16. ALTERATION AND REPLICATION OF VEGETATED WETLAND 41. Prior to the Pre-Construction Meeting and commencement of any activity on this site,the applicant or current landowner shall provide the Commission with the name of a qualified"Wetlands Specialise' experienced in wetland replication who shall be present on site to direct and supervise the replication work. 42. Prior to the Pre-Construction Meeting and commencement of any activity on this site,the borders of both the wetland resource area(s)to be altered and the replication area(s)shall be clearly delineated by grade stakes set in place by field survey. 43. Prior to any alteration of wetland resource area,the wetland replication area(s)shall be constructed per the approved wetland replication site plan and wetland replication methodology. The wetland replication area shall be excavated in the location and to the size and elevation indicated on the approved wetland replication site plan. 44. Following construction of the wetland alteration and replication areas and prior to any other work on site, the Wetlands Specialist shall certify in writing to the Commission that all the wetland alteration and replication work has been performed in compliance with the Order of Conditions. 45. If the wetland replication area does not exhibit at least fifty(50%)percent coverage of indigenous wetland indicator species by the end of the first growing season,the applicant shall supplement the plantings with indigenous wetland indicator species obtained via transplantation from adjacent wetland areas or from a nursery specializing in the propagation of wetland plants. 46. The Wetland Specialist shall monitor the soil horizons and depths,plant community composition and structure,and hydrology of the wetland replication area. Monitoring inspections shall occur in June and September for two complete growing seasons following completion of construction. Copies of the documentation for each monitoring inspection shall be submitted to the Commission immediately following each inspection Monitoring shall continue beyond that date if the wetland replication area does not exhibit at least seventy-five(75%)percent coverage of indigenous wetland indicator species at the end of the second complete growing season. 47. In the event that the wetland replication area does not meet the Performance Standard for wetland replication as set forth in Section 10.55(4)(b)(1-7)of the Massachusetts Wetlands Protection Act Regulations,the Wetland Specialist shall submit a wetland replication Contingency Plan in writing to the Commission. The Contingency Plan shall describe proposed measures(such as additional plantings and/or changes in grading)designed to bring the replication area into compliance with said regulations.The Contingency Plan shall not be implemented until it has been reviewed and approved by the Commission or its Administrator. Attachment to Order of Conditions # 64-418 sF Page dof 7 AFTER CONSTRUCTION 48. Upon completion of construction and final soil stabilization of the entire subdivisions (all ten phases), the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. (3) An "As-Built'plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings,septic system components, wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; (e) Wetland resource replication areas constructed under this Order. (4) A letter from a qualified Wetlands Specialist certifying compliance with the wetland replication requirements set forth below under Wetland Alteration. 49. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 50. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission, may the applicant request in writing a Certificate of Compliance as described above. 51. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. PERPETUAL CONDITIONS 52. All drainage structures/detention basins shall be maintained as outlined in the approved Stormwater Management Plan(dated November 2005), and shall be the responsibility of the applicant/property owner. � ., Attachment to Order of Conditions # 64-418 sf Page"zof T ADDITIONAL CONDITIONS(PHASE ONE) 53. The approved erosion control measures shall also delineate the limit of work line,except in approved wetland filling and replication areas. 54. Any dewatering activities on the project site in which water will be released to wetland resource areas shall make use of a settling basin or similar device to remove sediment before water is discharged. 55. Upon completion of Phase One of the Osborne Hills Subdivision Phasing Plan, the applicant shall Request a Partial Certificate of Compliance and submit the required documentation as outlined above in the After Construction Section of this Order. The Commission or its Agent shall inspect the site to determine compliance with Phase One approved items. The applicant shall not commence with any other work until a Partial Certificate of Compliance has been issued. If items have been satisfactorily completed the applicant shall submit Phase Two items outlined in the approved"Individual Phase Pre- construction Conference Document'for review and approval. At the Commission's discretion,it can Amend the Order of Conditions to issue additional conditions it feels is necessary for Phase Two of the project. No work shall commence on site until the Commission has reviewed/approved the next Phase Items and issued a Notice to Proceed or issued an Amended Order of Conditions for Phase Two. Same shall be true for Phase Three—Phase Ten. AMENDED CONDITIONS 56. Condition 55 has been altered,combining Phases One and Two and Phases Three,Four,and Five. The Amended Condition reads as follows: Upon the completion of Phases One and Two of the Osborne Hills Subdivision Phasing Plan, the applicant shall Request a Partial Certificate of Compliance and submit the required documentation as outlined above in the After Construction Section of this Order. The Commission or its Agent shall inspect the site to determine compliance with Phase One and Two approved items. The applicant shall not commence with any other work until a Partial Certificate of Compliance has been issued. If items have been satisfactorily completed the applicant shall submit Phase Three,Four and Five items outlined in the approved`Individual Phase Pre-construction Conference Document"for review and approval. At the Commission's discretion,it can Amend the Order of Conditions to issue additional conditions it feels is necessary for Phase Three,Four,and Five of the project. No work shall commence on site until the Commission has reviewed/approved the next Phase Items and issued a Notice to Proceed or issued an Amended Order of Conditions for Phases Three,Four, and Five. Phases Six, Seven,Eight,Nine, and Ten each stand alone as separate phases and work cannot proceed in any of the phases until the required documentation as outlined above in the After Construction Section of this Order has been submitted for the previous phase,the Commission or its Agent has inspected the site and determined compliance with the approved items for the phase, a partial certificate of Compliance has been issued for the previous phase,and an `Individual Phase Pre-construction Conference Document"has been submitted for review and approval by the Commission or its Agent. Attachment to Order of Conditions # 64418 Page Tof SALEM CONSERVATION COMMISSION DEP FILE #64-418 Osborne Hills Subdivision City of Salem,Massachusetts ADDITIONAL FINDINGS. Based on the Estimated Habitats or Rare Wildlife and Certified Vernal Pools Map (June 1, 2003) from Natural Heritage&Endangered Species Program(NHESP)of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any vernal pools. This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L.Chapter 131,Section 40 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 34, Section 34-1 —34-13. This Order permits the construction of roadways, utility connections, stonnwater management facilities, filling of 3,580 square feet of BVW and the replication of 5,400 square feet of BVW for a 129-lot residential cluster subdivision. This Order does not permit the construction of any homes. A total of six jurisdictional wetlands will be crossed using a combination of span bridges(2)and arch culverts(4). Approximately 93 acres of the total 162- acre project site will be protected as open space with a low impact public accessible trail network designed for passive recreational use. The trail network shall cross jurisdictional wetlands in five(5)locations,three of the five locations will required footbridges. All of the trail crossings have been designed and approved as a Limited Project provision of WPA(3 10 CMR 10.53(3)(j). GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety(all 7 pages)at the Essex County Registry of Deeds or the Land Court for the district in which the land is located,after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34,Section 341 -34-13. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones,other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing, a sign shall be displayed showing DEP File#64-418,and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. Attachment to Order of Conditions # 64-418 Page Jof 2 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. 8. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L.92-500, 86 stat. 816),U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G. L.Ch.2 1 A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the rignt to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans 1.Definitive Subdivision Plans Osbome Hills 2. Stormwater Management Plan 3.Wetland Replication Plan (Title) May 8, 2006,November 2005,April 12,2006(respectively) (Dated) Christopher R. Mello&Clayton A. Morin(Eastern Land Survey Associates, Inc.) (Signed and Stamped by) City of Salem Conservation Commission (On fde with) 0 Attachment to Order of Conditions # 64-418 )a Page lof 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s) shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s)is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. Condition#52 as indicated shall continue in force beyond the Certificate of Compliance,in perpetuity,and shall be referenced to in all future deeds to this property. 18. Approved wetland resource alteration and replication shall be performed according to the"Alteration and Replication of Vegetated Wetland"conditions of this Order. PRIOR TO CONSTRUCTION 19. Prior to the commencement of any activity on this site,the applicant or current landowner shall designate a qualified representative,who shall inspect and direct the maintenance of all erosion and sedimentation control measures on site and ensure compliance with this Order of Conditions. Contact information for the qualified representative shall be forwarded to the commission. 20. Prior to the commencement of any activity on this site other than activities listed above,there shall be a Pre-Construction Meeting between the project supervisor,the contractor responsible for the work,and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted,if necessary,during the pre-construction meeting. Please contact the Conservation Commission Agent at(978)745-9595 ext 311 at least forty-eight(48)hours prior to any activity to arrange for the pre-construction meeting. 21. Prior to the pre-construction meeting and commencement of any activity on this site,sedimentation and erosion control barriers shall be installed as shown on the approvai plan(s)and detail drawings. The Commission and/or its Agent shall inspect and approve such installation at the pre-construction meeting. 22. No clearing of vegetation, including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 23. There shall be forty(40)hay bales and wooden stakes under cover on the site to be used only for emergency erosion control. EROSION CONTROL 24. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project;the Commission may require additional measures. Attachment to Order of Conditions # 64418 Page ,of 25. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 26. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 27. The area of construction shall remain in a stable condition at the close of each construction day. 28. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 29. Within thirty(30)days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 30. If soils are to be disturbed for longer that two(2)months,a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, exposed surface shall be stabilized by other appropriate erosion control measures,firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 31. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 32. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 33. All waste products,grubbed stumps,slash;construction materials,etc.shall be deposited at least 100 feet from wetland resource areas and 200 feet from rivers. 34. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 35. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. 36. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 37. There shall be no pumping of water from wetland resource areas. 38. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 39. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 40. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L Chapter 21 A,section 16. Attachment to Order of Conditions # 64-418 *0) Page Jof 07 ALTERATION AND REPLICATION OF VEGETATED WETLAND 41. Prior to the Pre-Construction Meeting and commencement of any activity on this site,the applicant or current landowner shall provide the Commission with the name of a qualified"Wetlands Specialist' experienced in wetland replication who shall be present on site to direct and supervise the replication work 42. Prior to the Pre-Construction Meeting and commencement of any activity on this site,the borders of both the wetland resource area(s)to be altered and the replication area(s)shall be clearly delineated by grade stakes set in place by field survey. 43. Prior to any alteration of wetland resource area,the wetland replication area(s)shall be constructed per the approved wetland replication site plan and wetland replication methodology. The wetland replication area shall be excavated in the location and to the size and elevation indicated on the approved wetland replication site plan. 44. Following construction of the wetland alteration and replication areas and prior to any other work on site, the Wetlands Specialist shall certify in writing to the Commission that all the wetland alteration and replication work has been performed in compliance with the Order of Conditions. 45. If the wetland replication area does not exhibit at least fifty(50%)percent coverage of indigenous wetland indicator species by the end of the first growing season,the applicant shall supplement the plantings with indigenous wetland indicator species obtained via transplantation from adjacent wetland areas or from a nursery specializing in the propagation of wetland plants. 46. The Wetland Specialist shall monitor the soil horizons and depths,plant community composition and structure,and hydrology of the wetland replication area Monitoring inspections shall occur in June and September for two complete growing seasons following completion of construction. Copies of the documentation for each monitoring inspection shall be submitted to the Commission immediately following each inspection Monitoring shall continue beyond that date if the wetland replication area does not exhibit at least seventy-five(75%)percent coverage of indigenous wetland indicator species at the end of the second complete growing season. 47. In the event that the wetland replication area does not meet the Performance Standard for wetland replication as set forth in Section 10.55(4xbx 1-7)of the Massachusetts Wetlands Protection Act Regulations,the Wetland Specialist shall submit a wetland replication Contingency Plan in writing to the Commission. The Contingency Plan shall describe proposed measures(such as additional plantings and/or c%zilges in grading)designed to bring the replication area into compliance v-.-in said regulations.The Contingency Plan shall not be implemented until it has been reviewed and approved by the Commission or its Administrator. AFTER CONSTRUCTION 48. Upon completion of construction and final soil stabilization of the entire subdivisions(all ten phases), the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. Attachment to Order of Conditions # 64-418 Page dof (3) An "As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings, septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-`work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order, (e) Wetland resource replication areas constructed under this Order. (4) A letter from a qualified Wetlands Specialist certifying compliance with the wetland replication requirements set forth below under Wetland Alteration. 49. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 50. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. 51. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. PERPETUAL CONDITIONS 52. All drainage structures/detention basins shall be maintained as outlined in the approved Stormwater Management Plan(dated N •...7 c-_'(95), and shall be the responsibility of the applicant/property owner. ADDITIONAL CONDITIONS(PHASE ONE) 53. The approved erosion control measures shall also delineate the limit of work line,except in approved wetland filling and replication areas. 54. Any dewatering activities on the project site in which water will be released to wetland resource areas shall make use of a settling basin or similar device to remove sediment before water is discharged. 55. Upon completion of Phase One of the Osborne Hills Subdivision Phasing Plan, the applicant shall Request a Partial Certificate of Compliance and submit the required documentation as outlined above in the After Construction Section of this Order. The Commission or its Agent shall inspect the site to determine compliance with Phase One approved items. The applicant shall not commence with any other work until a Partial Certificate of Compliance has been issued. If items have been satisfactorily completed the applicant shall submit Phase Two items outlined in the approved"Individual Phase Pre- Attachment to Order of Conditions #6441e8� Al Page Ulof ij 4h100 construction Conference Document'for review and approval. At the Commission's discretion, it can Amend the Order of Conditions to issue additional conditions it feels is necessary for Phase Two of the project. No work shall commence on site until the Commission has reviewed/approved the next Phase Items and issued a Notice to Proceed or issued an Amended Order of Conditions for Phase Two. Same shall be true for Phase Three—Phase Ten. lMassachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 8A - Request for Certificate of Compliance «EP'Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provdeabyo A. Project Information Important: 1. This request is being made b When filling out � g y' forms.on the }j,.�Jy p i computer. use Name ;. t' ljl 1, only the tab key to move _ ?X. ..._..,. �. your cursor- Mailing Addless do not use thei2t _.-.._.—�_ return key. Cit .own State Zip Code �+ Phone Number 2. This request is in reference to work regulated by a final Order of Conditions issued to: Ap DatedDEP File Number Upon completion of the work 3. The project site is located at: Aga authorized in j -0 mit✓✓b tk yh e iL'lt� an Order ofCon _ --1----- __ —_. r .. � -- Street Address Cit crown property the ,�___a_-.3a J property owner — _--- _ .. . � .._ -_----- must request a Assessors Map/Plat Number Parcel/Lot Number Certificate of 4. The final Order of Conditions was recorded at the Registry of Deeds for. Compliance from the issuing author' .statin ..___...__.........—.—__..___.____�- aY 9 PropertyLOwner(if different that the work or !— (�} __�� -- — [w� _—...., f portion of the County Book Page ----- work has been satisfactorily _-- _.-__� completed. Certificate(if registered land) 5. This request is for certification that(check one): [ the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ the following portions of the work regulated by the above-referenced Order of Conditions have been satisfactorily completed (use additional paper if necessary), El the above-referenced Order of Conditions has lapsed and is therefore no longer valid, and the work regulated by it was never started. vn,abrm5a.doc^rqv,Sl2&tA Pap 1 0r2 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA Form 8A — Request for Certificate of Compliance _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40Provided by DEP A. Project Information (cont.) 6. Did the Order of Conditions for this project, or the portion of the project subject to this request, contain an approval of any plans stamped by a registered professional engineer, architect,landscape architect, or land surveyor? ❑ Yes If yes, attach a written statement by such a professional certifying substantial compliance with the plans and describing what deviation, if any, exists from the plans approved in the Order. ❑ No R. Submittal Requirements Requests for Certificates of Compliance should be directed to the issuing authority that issued the final Order of Conditions (OOC). If the project received an DOC from the Conservation Commission, submit this request to that Commission. If the project was issued a Superseding Order of Conditions or was the subject of an Adjudicatory Hearing Final Decision, submit this request to the appropriate DEP Regional Office(see http:tiwww.mass.aoyteealanencies/massdeptabouticontacts/find-the-massdep-reaional-office- for-V ur-city-or-town,htm0. v paforrree dw—rev.52W14 Rage 2 d 2 [L 90, / C,�- t3 / ow �� / 1 `✓i ' 99� - /// 018 �''\ \c Of K3 ` �. D' /ym r LL0 ,I \� .9 \` si J �� . ��,F@ I I acu � i 0 "� � �yt r �$1• R. \\\ \ ��\ � � � s Lh \ � I I \/ L/Za (/l G \ r• v O ��U'�� ae x� ��i t—.�� I � _�' NPado �ta"f i an81 10 919 : V3aV 308n r CITY OF SALEM CONSERVATION COMMISSION October 30, 2009 Paul DiBiase PO Box 780 Lynnfield, MA 01940 Re: Extension Permit for Orders of Conditions—DEP#64-418 Osborne Hills Sub-Division off of Marlborough Road Salem,Massachusetts Dear Mr. I E Enclosed, please find the Extension Permit for Orders of Conditions for the above referenced project. The attached Extension Permit must be recorded at the Essex County Registry of Deeds, Shetland Park 45 Congress Street, Suite 4100 Salem, Massachusetts. Once recorded, please return a copy of Page 3 of the Extension Permit, which will indicate to the Commission that the document has been recorded. This extension permit is good until July 13, 2012 and allows you to continue the project as described in the Amended Order of Conditions issued on November 16, 2006. If you have any further questions, please feel free to contact me 978-619-5685. Sincerely, Carey D ques Conservation Agent/ Staff Planner Enclosures CC: DEP Northeast Regional Office Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 7 — Extension Permit for Orders of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. General Information Important: When filling out 1. Applicant: forms on the Osborne Hills Realty Trust computer, use Name only the tab key to move PO Box 780 your cursor- Mailing Address do not use the Lynnfield MA 01940 return key. City/Town State Zip Code 2. Property Owner(if different): Name reNn Mailing Address City/Town State Zip Code B. Finding Information The Order of Conditions (or Extension Permit) issued to the applicant or property owner listed above on: July 13, 2006 Date for work at: off of Marlborough Road 9 1 Street Address Assessor's Map/Plat Number Parcel/Lot Number recorded at the Registry of Deeds for: Essex 25909 312 County Book Page Certificate(if registered land) is hereby extended until: July 13, 2012 Date This date can be no more than 3 years from the expiration date of the Order of Conditions or the latest extension. Only unexpired Orders of Conditions or Extension may be extended. Date the Order was last extended (if applicable): Date Issued by: Conservation Commission wpaform7.tloc•re¢7/14/04 Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 7 — Extension Permit for Orders of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findin formation (cont.) This Ord of Conditions E nsion must be signed by a majority of the Conservation Commission and a copy sen t he applica and the appropriate DEP Regional Office. Signatucav 01 C Notary Acknowledgement Commonwealth of Massachusetts County of Essex On this 22 of October 2009 Day Month Year Before me, the undersigned Notary Public, personally appeared D. Pabich, K. Cornacchio, M. Blier, and A. Hamilton , Name of Signer proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem Conservation Commission City/Town CARE IY R�DU � 146 013 Signaturef Notary Public Carey R Duques Printed Name of Notary Public Place notary seal and/or any stamp above August 16, 2013 My Commission Expires(Date) wpafcrm7.dcc•rev.7/14/04 Page 2 of 3 Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection - Wetlands . DEP File Number. WPA Form 7 — Extension Permit for Orders of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP C. Recording Confirmation The applicant shall record this document in accordance with General Condition 8 of the Order of Conditions (see below), complete the form attached to this Extension Permit, have it stamped by the Registry of Deeds, and return it to the Conservation Commission. Note: General Condition 8 of the Order of Conditions requires the applicant, prior to commencement of work, to record the final Order(or in this case, the Extension Permit for the Order of Conditions) 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, it shall be noted in the Registry's Granter 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, it shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. Detach page 3 of Form 7 and submit it to the Conservation Commission prior to the expiration of the Order of Conditions subject to this Extension Permit. To: Salem Conservation Commission Please be advised that the Extension Permit to the Order of Conditions for the project at: off of Marlborough Road 64-418 Project Location DEP File Number has been recorded at the Registry of Deeds of: Essex County for: Property Owner and has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original Order of Conditions on: Date Book Page If recorded land the instrument number which identifies this transaction is: Instrument Number If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpaform7.doc•rev.7/14/04 Page 3 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP Regional Addresses Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Mail transmittal forms and DEP payments,payable to: Commonwealth of Massachusetts Department of Environmental Protection Box 4062 Boston, MA 02211 DEP Western Region Adams Colrain Hampden Monroe Pittsfield Tynngham 436 Dwight Street Agawam Conway Hancock Montague Plainfield Wales Alford Cummington Hatfeld Monterey Richmond Ware Suite 402 Amherst Dalton Hawley Montgomery Rowe Warwick Springfield, MA 01103 Ashfield Deerfield Heath Monson Russell Washington Phone:413-784-1100 - Becket Easthampton Hinsdale Mount Washington Sandisfield Wendell Belcher-town East Longmeadow Holland New Ashford Savoy Westfield Fax:413-784-1149 Bernardston Egremont Holyoke New Marlborough Sheffield Westhampton Blandford Erving Huntington New Salem Shelburne West Springfield Brimfield Hands Lanesborough North Ada. Shutesbury West Stockbridge Buckland Gill Lee Northampton Southampton Whately Chademont Goshen Lenox Northfield South Hadley Wilbraham Cheshire Granby Leverett Orange Southwick Williamsburg Chester Granville Leyden Otis Springfield Williamstown Chester-field Great Barrington Longmeadow Palmer Stockbridge Windsor Chicopee Greenfield Ludlow Pelham Sunderland Worthington Clarksburg Hadley Middlefield Peru Tolland DEP Central Region Acton Chalton Hopkinton Millbury Rutland Uxbridge 627 Main Street Ashburnham Clinton Hubbardston Millville Shirley Warren Ashby Douglas Hudson New Braintree Shrewsbury Webster Worcester,MA 01605 Athol Dudley Holliston Northborough Southborough Westborough Phone:508-792-7650 Auburn Dunstable Lancaster Northbndge Southbridge West Boylston Fax:508-792-7621 Ayer East Brookfeld Leicester North Brookfield Spencer West Brookfield Barre Fitchburg Leominster Oakham Sterling WesHord TDD:508-767-2788 Bellingham Gardner Littleton Oxford Stow Westminster Berlin Grafton Lunenburg Paxton Sturbridge Winchendon Blackstone Groton Marlborough Pepperell Sutton Worcester Balton Harvard Maynard Petersham Templeton Boxborough Hardwick Medway Phillipston Townsend Boylston Holden Mendon Princeton Tyagsborough Brookfield Hopedale Milford Royalston Upton DEP Southeast Region Abington Dartmouth Freetown Mattapoisett Provincetown Tisbury 20 Riverside Drive Acushnet Dennis Gay Head Middleborough Raynham Truro Attleboro Dighton Gosrold Nantucket Rehoboth Wareham Lakeville,MA 02347 Avon Duxbury Halifax New Bedford Rochester Wellfieet Phone:508-946-2700 Barnstable Eastham Hanover North Attleborough Rockland West Bridgewater Fax: 508-947-6557 Berkley East Bndgewater Hanson Norton Sandwich Westport Bourne Easton Harwich Norwell Scituate West Tisbury TDD: 508-946-2795 Brewster Edgartown Kingston Oak Bluffs Seekonk Whitman Bridgewater Fairhaven Lakeville Orleans Sharon Wrentham Brockton Fall River Mansfield Pembroke Somerset Yarmouth Carver Falmouth Marion Plainville Stoughton Chatham I'mborough Marshfield Plymouth Swansea Chilmark Franklin Mashpee Plympton Taunton DEP Northeast Region Amesbury Chelmsford Hingham Merrimac Quincy Wakefield 1 Winter Street Andover Chelsea Holbrook Methuen Randolph Walpole Arlington Cohasset Hull Middleton Reading Waltham Boston,MA 02108 Ashland Concord Ipswich Millis Revere Watertown Phone:617-654-6500 Bedford Danvers Lawrence Milton Rockport Wayland Fax: 617-556-1049 Belmont Dedham Lexington Nahant Rowley Wellesley Beverly Dover Lincoln Natick Salem Wenham TDD:617-654-6868 Billerica Dracut Lowell Needham Salisbury West Newbury Boston Essex Lynn Newbury Saugus Weston Boxford Everett Lynnfield Newburyport Sherborn Westwood Braintree Framingham Malden Newton Somerville Weymouth Brookline Georgetown Manchester-By-The-Sea Norfolk Stoneham Wilmington Burlington Gloucester Marblehead North Andover Sudbury Winchester Cambridge Groveland Medfield North Reading Swampscott Winthrop Canton Hamilton Medford Norwood Tewksbury Woburn Carlisle Haverhill Melrose Peabody Topsfield wpaorm7.doc•DEP Addresses•rev.10/30/09 Page t of 1 • OF THE .'fy Nom.-10Y4otswdws9sodtbotlhYk dowadtwo mat 1ormifA&M cow kred 65filmwmiw - rta4 K anysedagw pldNltswt alrl tba a dos set tella.fas sq bdsty b etf..a s.oyai!►or bavtiis t[ rispttr K saw fa4lguwat of Tsdwsf,Start.K bed laws K naa4tlae..alf dorgdr.Ms�eawwbwtidbtliathw. ..; Stara swat to the waft sulked" is tmrvtr ewers vas,taawvt artw Ttoest.Catrtrwae MpaKodF. arse Petr torts feottr ar twss1ntotr. 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Roston. jissesdtasetts 0eltle�one ;'" Boforring to written regwst dated December 13. 19360 ' w' 1 have to intot>you that, aeon the recommendation of 09 Chief of Bnglanetd., " '' �l and udder the provisions of Section 10 of the Act of Congress approved larch 3,• r 1899, entitled 'An act makin8 appropriations for the construction, repair, and r Opreservation of certain public works on rivers and harbors. and for other par- poses.' you aro hereby authorised by the Secretary of tbo ".a„ tv' to dispose of dmmLwl. tonne and sadiopeftve wombs two walls podar d according,t0 speeitIm Uous in lioNne gemmed'h, t4 otos ` .. mxnw Commission). in mossaeraette sq la.w N 4..rt tM w WK . wasw.l t aft Coho"at :gab Aga), 1`saedametts, in o tbsr of the lbllaw"— "" ' (a) on Cdoisot. about 9.0 trwtial riles from Boston Ugotsffip in a.mantas. 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IN'w�� '7. 1 ISO �r ••`, 111 111"' ♦ -t•. 1, _ _ ., J®"q/p4'qul....l.m HnAo 71 long tin N W.. ♦ rl• _ I .r • r to r ` 04 ♦ 'A'lop M• L llwl)M '.�..Onr Ir ` °'" . 84 IN •C.• •a.' .J �� .S \/r s It rY s, ir►� � 7f� .� r � Nl '�. � It'.f l(a is r r iM ' •� _ T J 1 �♦ r A k • • r ` R r r QAY WW .441Z w.l./ L/( low 0 Inv_ fe" "so* M" wR am rlrr - - NEAL,. 1, ♦ 1 •C.fAMAW�IA KT411� Y fL �: S � a!3 1k1N. C'., •�.�• r +i i>rtk�k�R. R� s o� 6 a ^O A WE iia® and � slipo not"" wit /a lfM .. , .77 arm •N feoNslb" 114 drs �s�o• ..z �a � Thant:you for YOU' ,,,at ooa� iw1 h 1 i YaJ JJ amspossas OF 3 y"yF kr x r �I �� M 1r�3 Y •.t� K.W luau b 4 tiiG P'F F .. 1 4 r� .. • �EEifl .i i ,� s 4 1 Y4 1Pq { • �Z' ^�Yy( ,q ��MIF L y 'w .J it Y ` • 1 i P «� CITY OF SALEM ' CONSERVATION COMMISSION November 29, 2006 Paul DiBiase Osborne Hills Realty Trust P.O. Box 780 Lynnfield, Massachusetts 01940 Re: Order of Conditions—DEP #64-418 Osborne Hills Sub-Division off Marlborough Road, Salem,Massachusetts Dear Mr. DiBiase: Enclosed, please find the Amended Order of Conditions for the above referenced project. Following the 10-day appeal period (as of December 12, 2006), this document and the attached Special Conditions must be recorded at the Essex County Registry of Deeds (36 Federal Street, Salem, MA). Once recorded, please return a copy of Page 9 of the Order, which will indicate to the Commission that the document has been recorded. As indicated in the Order, prior to any work commencing, this Order must be recorded and maintain your DEP sign displaying the DEP File#64-418 within public view. If you have any further questions, please feel free to contact me 978-619-5685. Sincerely, bt�1� Cazey Du ues v Conservation Agent/ Staff Planner Enclosures Cc: DEP Northeast Regional Office 120 WASHINGTON STREET, SALEM, ;MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 WWW.SALEM.CONI .1 Massachusetts Department of Environmental Protection Bureau of Resource Protection- Wetlands DEP File Number. WPA Form 5 - Order of Conditions 64-418 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information' on Page 7 of this form shall be submitted to the Conservation Commission listed below. SALEM Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: SALEM Conservation Commission Please be advised that the Order of Conditions for the Project at Osborne Hills(off Marlborough Road) 64-418 Project Location DEP File Number Has been recorded at the Registry of;Deeds of. County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: a S9i� 3 !2- Book Page i > i In accordance with th Order of Conditions issued on: ��Co Date i f If recorded land, the instrument number identifying this transaction is: Instrument Number. �. i If registered land, the document number identifying this transaction is: i , Document Number 4 i i Signature of Applicant i wpaform5.dw- rev.317/05 Page 9 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number. WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important SALEM When filling From: f.Conservation Commission out forms on the computer, 2. This issuance is for(check one): a. N Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3.To: Applicant move your cursor-do not Osborne Hills Realty Trust use the return a.First Name b.Last Name c.Company key. P.O. Box 780 d.Mailing Address 00 Lynnfield MA 01940 e.CityfTown f.State g.Zip Code 4. Property Owner(if different from applicant): a.First Name b. Last Name a Company d.Mailing Address e.Cltyfrown f.State g.Zip Code 5. Project Location: Off of Mariborough Road Salem a.Street Address b.Cityfrown 9 1 c.Assessors MaplPlat Number d.Paroel/Lot Number Latitude and Longitude, if known(note: 42-30-25 70-55-34 electronic filers will click for GIS locator): e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.Certificate('d registered land) 17338 313 c.Book d.Page 7. Dates: May, 112006 July 13 2006 July 13, 2006 a.Date Notioe of Intent Filed b.Date Public Hearing Closed c.Date of Issuance s. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Definitive Subdivision Plan a.Plan Title Eastern Land Survey Assoc. Inc. Christopher R. Mello, PLS & b.Prepared By Clayton A. Morin, P.E. May 8, 2006 1"=40- d.Final Revision Date e.Scale f.Additional Plan or Document Title g.Date wpafomi&. • rev.311M Page 1 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number. WPA Form 5 - Order of Conditions 64-018 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings f. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act Check all that apply a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. Flood Control z. This Commission hereby finds the project,as proposed, is:(check one of the following boxes) Approved subject to: a. 0 the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet Is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to rmtect the Act's interests, and a final Order of Conditions is issued. A description of the specific Iniormation which Is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a. linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linearfeet b. linear feet c.linear feet d.linear feet 5. N Bordering Vegetated 3,580 3,580 5,400 5,400 Wetland a.square feet b.square feet c.square feet d.square feet 8. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.cu.yd dredged f.cu.yd dredged vgefam5.doc• rev.3M05 Pop 2 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number. WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.squarefeet bsquarefeet c.squarefeet d.square feet Cubic Feet Flood Storage ij.cubic feet f cubic feet g.cubic feet h.cubic feet s. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.orbic feet g. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq It between 100-200 It g_square feet h. square feet i.square feet I.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 1o. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.squarefeet b.square feet c.cu.yd dredged d.cu.yd dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches j.squarefeet -6--sfeet c.cly noudshmtd.cly noudshmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.cly noudshmt. d.cty nourishmt 15. ❑ Coastal Banks a.linear feet b.linear feet 1s. ❑ a ,quare feet b.Rocky Intertidal Shores _. square teat b.square feet c.square feet d.square feet 17. El Salt Marshes a.square feet 1s. ❑ Land Under Salt Ponds a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 1s. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b.cu.yd dredged 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet xpalpm5.tloe• rea.301)05 Pepe 3 of Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number. WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 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, bylaws, 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. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition 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.Any fill shall contain 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. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then 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 the 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 done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number 64-418 ' wpebrm5.dx• rev.311105 Pe9e40f9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number. WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained In good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special Conditions: If you need more See Attached Sheet space for additional conditions, select box to attach a text document wpaf0rm5.doo• m.31II05 Pape 5 of Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 84-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance f. Is a municipal wetlands bylaw or ordinance applicable? ❑ Yes ❑ No 2. The hereby finds(check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a.Municipal Ordinance or Bylaw b.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. 4. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: a.Municipal Ordinance or Bylaw b.Citation The Commission orders that all work shall be performed in accordance with the following 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. If you need more space for c- The special conditions relating to municipal ordinance or bylaw are as follows: additional conditions, select box to attach a text document ❑ vgafxm5.doc• rev.301105 Page 6 af9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special July 13, 2006 condition pursuant to General Conditions#4, from the date of issuance. 1.Date of Issuance Please indicate the number of members who will sign this form: four (4) This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environme&Protectn RegionalOffice, if not filing electronically, and the property owner, if different from applicSignatures 4ta Acknowledgement Commonwealth of Massachusetts County of Essex On this 13 of July 2006 Day Month Year Before me,the undersigned Notary Public, Kevin Cornacchio, Kevin Carr, Keith Glidden, & personally appeared Joe Furnari proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of SalemCity/rown Conservation C,omm;issirc FRANK TAORMINA Notary Public " Commomnahh at Mmachumlb My Commission Expires =: April 27,2012 ature of NotaryPublic rank Taormina Printed Name of Notary Public Place notary seal and/or any stamp above April 27, 2012 My Commission Expires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on ❑ by certified mail, return receipt requested,on Date Date wpaforrr5.dm• rev.3/1/05 Page 7 of 9 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant Any appellants seeking to appeal the Departments Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40)and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information Is available on the following page. wpalmrt.d=• m.31IMS Pape a of Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 64-418 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. SALEM Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------- ----------------------------------------------------------------------------------------------- To: SALEM Conservation Commission Please be advised that the Order of Conditions for the Project at: Osborne Hills(off Marlborough Road) 64-418 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for. Property Owner and has been noted in the chain of tltle of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number Signature of Applicant wpaf=5. o - rev.301105 Page 9 of r Professional Land Surveyors & Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885- 1972 February 1, 2013 Mr. Paul Dibiase P.O. Box 780 Lynnfield,MA 01940 RE: F 12795 STRONGWATER CROSSING SALEM,MA Dear Mr. Dibiase: Pursuant to our discussion, I have reviewed the effects of the roadway construction with regard to the Wetland Resource Area. The resource area disturbance on the approved plans are as follows: Diandra Drive Sheet 14 of 48 Resource area disturbance of 350 sq ft with an 800 sq ft are of replication. Strongwater Crossing Sheet 34 of 48 Strongwater Drive STA 1+60— STA 3+20 The crossing bridge as a center support span of 10 feet wide by 50 feet long (500 sq ft) without replication. Strongwater Crossing Sheet 35 or 48 Strongwater Drive STA 10+25 — 12+05 The crossing bridge has two intermediate spans for 10 ft wide by 50 ft long (500 sq ft)x 2 is 1,000 sq ft without replication. The project was approved allowing 1,500 sq ft of wetland filling. I proposed to eliminate the bridge on Amanda Way at STA 1+20 and replace it with an appropriately sized pipe. This would involve the loss of 1,700± sq ft of wetland resource area. 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 FAX: 978-531-5920 I also proposed to eliminate the bridge on Osborne Hill Drive at STA 15+25 and replace it with an appropriately sized pipe. This would involve the loss of 1,340± sq ft of wetland resource area. These two areas will be replicated at a ratio and location to be determined. The Total Project Wetland Disturbance Diandra Drive 350 sq ft. Strongwater Drain Site 1+60-3+20 500 sq ft Strongwater Drive STA 10+25-12+05 1,000 sq ft Proposed Amanda Way STA 1+20 1,700 sq ft Osborne Hill Drive STA 15+25 1,340 sq fr TOTAL 4,890 sq ft Sincerely, Christopher R. Mello,PLS President CRM:lc Ba�3000�Ci1 �aad CJ�pVO� ��a0(3tlJQ0� BZtIOo i OSBORNE HILLS REALTY TRUST PO BOX 780 LYNNFIELD,MA 01940 781.334.9899 RECEIVED OCT 0 5 2009 September 29, 2009 �PT.Of PLAWJWG & U81Ty DEVELOPMENT Mrs. Carey Duques, Conservation Agent Salem Conservation Commission 120 Washington Street, 3rd floor Salem, MA 01970 RE: Osborne Hills Sub-division AKA Strongwater Crossing Order of Conditions Extension Dear Mrs. Du ues 4 , This is a formal request from Osborne Hills Realty Trust for an extension of the order of conditions from the Salem Conservation Commission DEP#64-418. Could you kindly include us on the agenda for your next regularly scheduled meeting so that the board can consider our request for extension. If you have any further questions, please do not hesitate to contact me at 781-844-7026. Thank you in advance for your cooperation in this matter. Since I , aul DiBiase, Trustee Osborne Hills Realty Trust Professional Land Surveyors &Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885- 1972 June 14, 2006 JUN 1 9 2006 UUDV�MUNIN Doi g VELD 0l Mr. Kevin Cornacchio, Chairman Salem Conservation Commission 120 Washington St., 3rd Floor Salem, MA. 01970 RE: F12795 OSBORNE HILLS SUBDIVISION SALEM, MA. Dear Mr. Comacchio: In accordance with discussions at the Commission Meeting of June 8, 2006, we are providing eight copies of the following additional materials for your review: 1. Cross sections of the two proposed bridge crossings on Strongwater Drive; 2. The narrative phasing plan which was presented to the Salem Planning Board (a visual plan will be provided at the meeting of June 21, 2006); . 3. An outline of data which would be discussed at a preconstruction conference prior to each phase of work; 4. As to the question of bridge type to be used, preliminary discussions with representatives of Contech are indicating a multi-span `Beam Span" structure would be used. Photos of that type of bridge are shown on Pages 6 and 7 of the Vehicular Steel Truss Bridge Brochure which we provided the Commission with on June 8, 2006; 5. We will have preliminary estimates of potential vegetative impacts at the various crossings on June 22, 2006; 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 FAX: 978-531-5920 6. Please note that preliminary cross sections for the 3 arch crossings (Amanda Way, Diandra Drive and Osborne Hill Drive) are provided on Sheet 46 of the drawing set which was provided to the Commission. We will be available at your next regular meeting to discuss this information. Very truly yours, �N James s 11. acDo I JHM:aly Enclosures CC: Mr. Paul DiBiase (letter only) Attorney Brian McGrail (letter only) B�laQOC�o ��od �opDOJ �aa0otl�QOao Boon II Osborne Hills Subdivision Individual Phase Preconstruction Conference The Developer, or his designated representatives, shall meet with the Conservation Commission at least 45 days prior to the commencement of work in any particular phase. At that time, a written plan shall be submitted which outlines: 1. The work limits of the phase; 2. Final erosion and siltation control procedures to be utilized, including: a. Silt barriers b. Sediment traps C. Soil stockpile areas d. Construction entrance(s) 3. Designation of equipment storage and fueling areas; 4. Construction sequencing for the phase; 5. If resource area crossing(s) are to be built: a. Photographs of crossing vicinity will be provided b. Final inventory of vegetation within crossing area will be provided C. Construction details of crossing structure will be provided d. Construction sequencing and estimated timetable for crossing structure installation will be provided e. Final mitigation areas and construction procedures within the phase, if any, will be identified 6. Status of condition of prior crossings and mitigation areas will be provided: a. Resource area impacts other than those anticipated b. Condition of mitigation area(s) will be summarized along with any corrective or maintenance measures, accomplished or proposed. OSBORNE HILLS SALEM,MASS. PHASING PLAN Phase 1 Osborne Hill Drive—Station 0+ 00 to Station 8 + 00 Lots 1-7, Lots 27-31 Amanda Way—Station 9 +00 to Station 12 + 67 Lots 24-26, Lots 45-46 Phase 2 Osborne Hill Drive— Station 8 +00 to Station 13 + 69 Lots 32-36, Lots 8- 15 Amanda Way—Station 0 + 00 to Station 9+ 00 Lots 16-24, Lots 37-44 Phase 3 Osbome Hill Drive— Station 13 + 69 to Station 20 + 00 Lots 47-50, Lots 86 and 87 Phase 4 Osborne Hill Drive— Station 20 + 00 to Station 31 + 50 Lots 64-75, Lots 76-79, Lot 51, Lot 85 Phase 5 Chanelle Circle—Station 0 +00 to Station 10 + 50 Lots 80-84, Lots 52-63 Phase 6 Diandra Drive—Station 0+ 00 to Station 12 + 50 Lots 88-99 Phase 7 Strongwater Drive—Station 0+ 00 to Station 20 +00 Lots 100-104, Lots 129-131 Phase 8 Strongwater Drive— Station 20+ 00 to 32 +00 Lots 124-128, Lots 105- 109, Lot 115 Phase 9 Strongwater Drive— Station 32 +00 to 40+ 50 Lots 116-124 Phase 10 Kate Way— Station 0 + 00 to 4 + 50"Lot 110, Lot 11 Iib 11/01/2006 12:59 7813340111 DIBIASECOMP PAGE 01 DiBiase .QOmxm am: (191)3344M LynM1aW.MA 01040 Fu: l70 ) FAX Date: l l/l/06 To: Salem conservation committee Attn: Carey Duquest Fax 9: 978-740-0404 RE: Osborne Hills Sub-Division Pages: 2 (including cover) MESSAGE: Good Afternoon Carey, Please review. A hardcopy will be mailed to your office today as well. I will call you after my meeting, or you can reach use at 781-8447026 Thank-you Sincerely, Paul DiBisse 11/01/2006 12:59 7813340111 DIBIASECOMP PAGE 02 I DiBic"Ve November 1, 2006 Carey Duquest Salem Conservation Commission 120 WWington Street Salem, MA 01970 RE: Osborne Ifills Sub-Division Dear Mrs. Duquest: It was a pleasure to meet with you again, on site last week,to discuss the difficulties that construction is experiencing with conforming to the condition relative to phasing of the Order of Condition for the above referenced project We are finding it very difficult,not being able to advance into the next phase of the project according to your conditions. Therefore, we are respectfully requesting, a position on your agenda at your next regularly scheduled meeting, so that we may discuss and possibly modify Condition#55 of the Order of Condition of the Project Roadway Development. Thank you in advance for your cooperation in this matter. Sincerely, � i 1 Paul DiBiase Osborne WdIs Realty Trust Cc: Chris Mello—Eastern Land Survey Cc: Attorney Brian D. McGrail P.O. Box 780 •Lynnfield, MA 01940 781.334.9899 Fax 781.334.0111 PaulDibiase2l Ocomcast.net -'laF 1a141J 0• 744-9812 Lli1Ll. 1 va>, a � "° �a°F j ve 1692 enactment of the •"qo p t tail Essex Institute ; m P9 tour of the 4Ab NURAEST, qm ed dungeon and Historical Museum -j � S Hill • 350 Years Of Essex County History 4 ,+.A P ginal Artifactsm°e, Several Historic Houses •+ ar° Open every day p � • Museum Shop Pab "`armN=_ May 1st through "oby October 31st Museum Summer Hours: °„wapUj OU"pEF E„ ours:l0 a.m.-5 p.m. 7 Days A Week/Mon-Sat 9 AM-6 PM/Sun 1-6 PM ^"`' a 0 Winter Hours: E' 'r Ea"s TONG e, Admission: rl Tra r " _ Tues-Sat 9 AM-4:30 PM/Sun 1-5 PM o u5p12 yrs gi 00 Closed Thanksgiving, Christmas&New Years ';.Adults—$2.00 Combination Ticket01vailable For Museum And 3 Period Houses P jam• °v 744-3390 ` 3 ” `q 132 Essex St. - Salem, Mass. 01970 0C A. ��04° �t VISTA °JT ll.�p 1 AVE ui ql TAIIA 1A AS •.� 10RnE TOURS 00 - SValn°SmE AVC. '4 MILTON HALL gal Guided Tours / r ^abs pention Planning /. m TROLLEY 10 W o u v CORP. Z °9 Sq Vb•• g Tours of Salem e R E FOR CHARTER / 1-5463 �' a� � bra i ,hestnut St. •d" _ ? tlem 01970 -- °E wawa, °qN" 0 Jy ab pJ 4�° qLy J r• ,b i Pond CLAaa F2 N 15 \ i3 3F Ryyq ° 4q 8 Yellan Ra...................... Fa N Monroe Ra......................GO +` \ O Monroe St......................F5 a Mooney Am................... E3 - \ pWYaw St. .... .............. F3 POM SI .. _ser OeraF St...................65 part,Ct.......................v \ g YCWb ......._........... FS vwtw St.............._.._..IS I sermon Sl......................os Fran St G5 S5 \ q N'tk CA........................CA preeeaR SI. ....................FS Sophia Pa......................BB I Moo St..........._........... F3 Ponce St .........._.......... ES SUNK MAW St................. Fs � Northamd Ave...................E3 Roa°I SI...................... 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'1•� 1r1{i 17�♦ 744-9812 Linin. v><>, er �o the 1692 P ^eOeN 7nactment of the "0 Q 5 as' a Essex Institute � °I.J ylno �g'Our Of the • • 0�4� BUPKE ST. rm\ 0 ed dungeon ana H><stor><cal Museum �p, s Hill • 350 Years Of Essex County History mal Artifacts ° A °O 1 • Several Historic Houses �� z m • ° Open every day • Museum Shop gypI "`°`ET:^ May 1st through P Te 5 ' October 31st Museum Summer Hours: --moo $ours:10 a.m.-5 P.M. 7 Days A Week/Mon-Sat 9 AM-6 PM/Sun 1-6 PM OgnnEE ` Admission: Winter Hours: •I rEq �/ Tues-Sat 9 AM-4: 0 PM/Sun 1-5 PM o up to 4 yrs.—free �k • m/W ;� -12 yra.—$1.00 Closed Thanksgiving, C•,hristmas&New Years r ;.Adults—$2.00 Combination Tickets,�,vailable For Museum - "o•E q"�E"' f" • An o+ And 3 Period Houses �' °}+• 744-3390 `E 132 Essex St. - Salem, Mass. 01970 \j. •� 9 a ,. t vrsrA °r< AVE S4P•O 001,, , O lORt1E TOURS AEA SPRINGS-E a E.PE OILTOH HAIL 9 E cal Guided Tours �Yention Planning / w L�r N TROLLEY / :�` ° '° CORP. e °^ SS E•Y ung Tours of Salem / lE FOR CHARTER / 9, 4 E 4-5463 0� v E hestnut St. �°"•° tlem 01970 CE 1 / nafprq °qyq O SOrtnp r`O et� �4e "oO Pond d• , b ttldU I a^•EET 4q ' P� \ g MePd...........:.......... FB `T 13 Mamasmo Rd.. OB 3' p Monroe ...................... FS �- orney O Ya ................... E3g YOeflan AWIon ve.St. ............__.... F3 Pond St ._........_........_ '' O Ww Berhr St...................GS Pond cl.......................w \ S Micheb Sl......................C5 Pornr St.....__......_._...f Norman$1......................65 Raft St. _........._........_fd \ 7 YOM Cl........................N %euon St. ....................FS Sophia Rd......................Be S a"so........................ tl Rome St ......................fi5 Satdh Meant St................ N S Mordwat Ave...................E3 %onldr St_........_...._._ 0'6 SWhpme........._...........F5 Nmamy St............_.......tl pmilrn Ave.....................Be SmdlrAzk SI 1 Oak SI. .....:.................. 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A9I� r/ i�� x w K y .£�#�•co-ei t r� 1 :b °yt i �i ny ✓ uS.+ �N r F s �. - ;j� tts ` � < I. y--a-'r •. ,r �Y" ., .: . �� fit 1.-,F� { r a g °"y`t e .,'2• '� '!ice{ Cu '-.1°��tt r ., r , ii a P A °}pxy°a�,�<,et+�:i Gwi4sZ�• a. �a i,--fine�"4C s - �'�`�'��" SF> � ��!� ' /f r �.�ss : �s'�' Tl�i y91` $$5 y > ! ifs ��.9S.y. ^:s.,r T•3' y�-'k 5l YhY''p`�" r",x t�s�'•hF�i pa q,r ' sky OA a �, i 1i .S;C••� "inC•f y r YY y J q� k 50 years . at cQmmunities for ovei DMJQQ Lynn Duncan, City Planner City of Salem 120 Washington Street I� �® Salem, MA 01940 ��T 6 X006 RE: Construction schedule for Osborne Hills Subdivision DEPT COMMUN1Ty0�Ftili �?a,l Dear Mrs. Duncan: Please be informed that the construction schedule for the above referenced project is as follows: • September 2006—Phase One Clearing and grubbing • October 2006—Phase One Clearing and grubbing Stripping top soil of roadway Drilling and blasting of roadway • November 2006-Phase One Drilling and blasting of roadway. Cut,filling and subgrading of roadway. Commencement of utility construction of roadway. • December 2006—Phase One Utility construction of roadway,weather permitting. If you have any further questions,please do not hesitate to contact me at 781-844-7026. Sincerely,: aul DiBiase President, DiBiase Corporation CC: Bruce Thibodeau,City Engineer Thomas St.Pierre,Buildinglnspector Joanne Scott,Health Agent Carey Duquest, Conservation Commission Brian McGrail, Esq. P.O. Box 780 • Lynnfield, MA 01940 • 781.334.9899 Fax 781.334.01 I1 PaulDibiase21 @comcast.net Building fine homes and residential communities for over 50 years . DioBiase November 1, 2006 RECIENED Carey Duquest gv 0 3 2006 Salem Conservation Commission 120 Washington Street DEPT.OF PLANNING& Salem, MA 01970 COMMUNITY OEVELOPMENT RE: Osborne Hills Sub-Division Dear Mrs. Duquest: It was a pleasure to meet with you again, on site last week,to discuss the difficulties that construction is experiencing with conforming to the condition relative to phasing of the Order of Condition for the above referenced project. We are finding it very difficult, not being able to advance into the next phase of the project according to your conditions. Therefore, we are respectfully requesting, a position on your agenda at your next regularly scheduled meeting, so that we may discuss and possibly modify Condition#55 of the Order of Condition of the Project Roadway Development. Thank you in advance for your cooperation in this matter. Sincerely, 0"t A�k'y_ G Paul DiBiase Osborne Hills Realty Trust Cc: Chris Mello—Eastern Land Survey Cc: Attorney Brian D. McGrail P.O. Box 780 • Lynnfield, MA 01940 781.334.9899 Fax 781.334.0111 PaulDibiase2l @comcast.net m CITY OF SALEM CONSERVATION COMMISSION STTF VTSTT FORM PROJECT LOCATION: r AJ( DATE OF SITE VISIT PROJECT PROPONENT: ?Rx1F� S((�L 1 DEP FILL_E NUMBER: PROPOSED WORK: n �` 13� 1�t(M°nw LdTs . 3NkTTE1VDAIVCE, F i„ „i; m" . , ,n, aa Commission Members/Agent: `tern m Abutters: Applicant/Property Owner/Representative: SITVISIT-PURPOSE„ ` uME N 3- ,,",fl r , ,' F]Request for Determination Abbreviated Notice of Resource Area Delineation .c0 Notice of Intent ❑Certificate of Compliance ElEnforcement/Violation Emergency �x� Informal EAREAS_OF;7URISpICTIONu; ,�;v-. .� :," .,��,,,_ I',..,ty:=�, �'�:: ,:�.+.., �`. J�i`�•, �� INLAND RESOURCE AREAS € COASTAL RESOURCE AREAS iI ❑Bank Land Subject to Coastal �Land Under the Ocean `j Storm Flowage ordering Vegetated Wetland J Designated Port Area ❑Coastal Beach ❑Land Subject to Flooding (� ElCoastal Dune ❑Barrier Beach 0 Land Under Water Bodies or Waterway Name: 9i El Coastal Bank 0 Rocky Intertidal Shore AI , QRiverfront Area 13 ❑ Salt Marsh ❑ Land Under Salt Pond Vernal Pools ! 0 Land Containing ❑Anadromous/Cata- I Shellfish dromous Fish Run E ❑ Bordering Vegetated Wetland in Coastal Area 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 TEL: 978.745.9595 FAX: 978.740.0404 ♦ WWW.SALEM.COM MfN�f es sma«nrr . UFEERZONE rwithin=100-f ) '' =9 •= ` " ON ElWater Body ❑ Bordering Vegetated Wetland ❑ Bank ❑ Coastal Beach ❑Coastal Dune swmw. a l3I RIS j�� Yit�i'.'L'tP7 I - I tIN;T,'ERESTS_P..IIOUCTED 2 s M ,.,.,.,.,3,,m_, z i Protection of Water Supply Protection of Groundwater Supply Flood Control Storm Damage Prevention Prevention of Pollution ❑Protection of Fisheries Protection of Wildlife Habitat 0 Protection of Land Containing Shellfish Is this an exempt project: If so,why? Are resource area boundaries delineated correctly? If not,explain. av�x taw,•'Nt4.. viii ",R S�� Y"t�Gdtl •n ex�eat�tyen x I it SITE.NISrTD0CUMENTATION'. _: a.I,.. a -, ,.,dff 27M 2'° `F, El Photos ❑ Site Map ❑Other: . ,, >* w - " 13i, nl ,3' 3 Ii .,.� & ¢I NW_'� O$SER�[ATIONS.. vS�a :n,w,IXWi �R-1.1111111-1, .,,�, � _ :�I��..,vll�� . o�""m1,i, � �;?. `iI'u.....,�%;;> ulj;ns Take into account relevant aspects or features such as: natural or piped drainage or obvious pollution; topography; existing vegetation; possible alternative sites; signs of wildlife, possible vernal pools, rare species habitat; landmarks; recent or historical disturbances; proximity to other water bodies or drainage areas; adjacent hand uses. (( IIl / �6 f j 1l IVG�l1U�W� bLYid "ft,.-4 0(L o'- �CYlW U, xu.'SOIw/ �t�tn Ute t RECOMMENDATIONS r 7 tt r,Im mrf g m;`? R-R& +i t y _u 5: .I a 114 v I-'ii I v.5 I w:i_ Ir,; s2 �r3 tI� v6 E_.._ ,w,akcww,d � ,nc, :,'15ut}t+ Iu•:,'Ix+w�:,,a ✓'ae Lassa. .w&'k r CITY OF SALEM ' CONSERVATION COMMISSION City of Salem Conservation Commission Will hold a public hearing for a request to Amend an existing Order of Conditions issued under the Wetlands Protection Act,Massachusetts General Laws,Chapter 131,Section 40 and Salem's Ordinance Pertaining to General Wetlands at the request of Osborne Hills Realty Trust, P.O. Box 780 Lynnfield, MA 01940. The purpose of this hearing is to discuss the phasing plan for constructing roadways,specifically Condition#55 of the Order of Condition issued,and associated activities located within BVW and the buffer zone to BVW, off Marlborough Road. This hearing will be held on Thursday,November 16, 2006 at 6:00 p.m. in City Hall Annex, Room 313, 120 Washington Street. jy(nJ �t n /v�N C3fl Kevin P. Cornaechio Conservation Commission Chairman Please run legal advertisement on: November 9, 2006 Please send bill to: Paul DiBiase DiBiase Residential P.O. Box 780 Lynnfield, MA 01940 (781) 334-9899 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 TEL: 978.745.9595 FAX: 978.740.0404 WWW.SALEM.COM Osborne Hills Subdivision Individual Phase Preconstruction Conference The Developer, or his designated representatives, shall meet with the Conservation Commission at least 45 days prior to the commencement of work in any particular phase. At that time, a written plan shall be submitted which outlines: 1. The work limits of the phase; 2. Final erosion and siltation control procedures to be utilized, including: a. Silt barriers b. Sediment traps C. Soil stockpile areas d. Construction entrance(s) 3. Designation of equipment storage and fueling areas; 4. Construction sequencing for the phase; 5. If resource area crossing(s) are to be built: a. Photographs of crossing vicinity will be provided b. Final inventory of existing vegetation within crossing area will be provided C. Construction details of crossing structure will be provided d. Construction sequencing and estimated timetable for crossing structure installation will be provided e. A report,prepared by a qualified wetland scientist, shall be submitted to the Commission and shall address the following: 1. Anticipated resource area impacts including surface area loss, vegetation impacts as a result of altered light conditions and any other anticipated impacts 2. Recommended program of mitigation to address such impacts including size, location, construction, grading and vegetative practices within replication/restoration areas 3. Monitoring program and procedures 6. Status of condition of prior crossings and mitigation areas will be provided: a. Resource area impacts other than those anticipated b. Condition of mitigation area(s)will be summarized along with any corrective or maintenance measures, accomplished or proposed. 5 RIc+�'-�r`Yr`Y sA•*'f�;,.+ n �y �r;u }�' a. .3'i '4'Y'r' •r':T t�- -'+.�s y Txrf -� '� 'f�'sax"^i h�.4'.m'o- ^'h 1a `' 'w" k7^^+ :,.. -k t �� rr a}�'_,'< '"<" , -y '• ,_�{9 >Y �� w`fx i ,�`r:: *y^* a.:S� � r } t vl' <� T �� .: y� ' t I��m�� I- '! • �,I�� r- /� �'� i+`�s n. + r nd Fi a .� 1 t dH a �-1.sa+C � ._GSyi , - r• f , b � S�},, �F K "`SYu� yt�:. i; - i.. s�t+Lw lM ,w � 4?�Ce.'mrtw J `Y •. �l� �+ � � '1 TA Q ... �'`� � � � > S'�+•, I �� kw;p IV, 4 �•, v X"` � ti f �rpE P k}�Yr .. S� ar l l .a� ` Legend C= Proposed Conditions Field Delineated Trails uz Potential Trail Loop d� •� :3w ;x'� �}�" �i .'r W �.' `f3''�a""` �.4,';-.t'r � *'.x � 1��4*4 ..`�Y,y � '�y�,--":t Irl ' ..� :, �4 c ."�k '6��° ,. r X•• � :G .'�.y a S' S � r4 i�'`j)',t � ,n.S+ Ir ,fir� • } �• � � TJ' � �a� f�-Pf'' �5 �8 'Tr,r'- s.� kr��' Fhp��,ypn:E�, �: 1 .n x 'i � � � ��+ a'z �3 t ••` i ,� t 4��'�r" k.. �` Citi;• � l : ` � ;7 �aq� .� .- R \ C`9�I1/„ �� • E �' t - ! j �,�b V ..� ,.�'. ',�t � �n x'4d ,w+ t �• � 4'1. +i.r'°m".,�. 4 1 A ..� ;. r�/ t I©. �g�F � a �' < : T�':•. � '3'N •�S.f. • 'a a "`` a " _ ° t i �` � .' '• r�%�, ';* ''-yy�,a ,� ` .. e."''^,{„4..� -hep. � �p _�„� ,a. '-'�r,� _ "gyp .wC i b Y >o .( 1 � r a -•. '., tot i y tf$' k g ye r Viar •#+-.ms�” x '-R �P sa` d'•l `. ?` �:�_ � ''K�' .J�4f^ ,Y,ePotential • - Wetland - • Crossing• • L Proposed ••- Space .'�..� , y ,,,x �#. X' a S'' .e: d -Na.. r+c .BY•'z`.•ra�� }. fi 1.11 pproximate ProjectBoundary YIt// 1 3 i'e11 Scale 11 FigureOsborne Hills Open S• . .r:2001 Orthophotography, 1 inch 600 1� Photo Locations 300 0 300 600 .�� Osborne Subdivision Epsilon ow aw September 21, 2006 Secretary Robert Golledge' Executive Office of EnvironmentalAffairs 100 Cambridge Street, Suite 900 Boston; MA 02114-2524' Attn:_MEPA Unit, Attn: Briony Angus Subject: EOEA13865, Osborne Hilts Request for Phase f Waiver PR!ll C l PALS Dear Ms Angus: Tneo,io,A Bartell,.PC Thank you for conducting the MEPA Consultation Session-on September 11. We enjoyed touring the site with you and reviewing the elements of the Osborne Hills project. Wdlaef-GU50,GCM saN,Nei, 4YSatt,u e As you know, the ENF stated that the Project will require a DEP Sewer Connection & Extension permit, BRP WP 13174. This will address the flows from 112 homes, which ,WeT L RE will be pumped by force main to the:Salemsanitary sewer, as discussed on September. Cindy 9chfesslt,yar 11. Later 8 Smith,J, Also as stated in the ENF, it is the proponent's intention to Commence construction of 19 homes at this time, These homes, the nearest portion of the project Marlborough u� .o,r`a 4i```�"`' k`A Road are shown on Figure 1.. These 19 homes constitute the first phase of aten-phase Robert Da"Ueai,CGI. project build:-out. The wastewater from the 19 homes ("Phase one") will flow by gravity — a separate 3^lock I wc,Ptace,So�be 250 system — to the existing sewer. in Marlborough. Road. At the time.of Marlborough Mayna,a.MA gP54 Road's recent reconstruction,the proponent installed a stub to facilitate this connection without disturbing pavement: 978 641 7100 - .xx978R974094 Total flows in the gravity sewer from Phase one will be. 8,360 gallons per day (gpd),, and hence no sewer connection permit is required (the cutoff is 15,000 gpd). However, based on discussions with DEP, we have determined that a sewer extension permit will be required for construction of the gravitysewer serving Phase one. It should be noted that the proponent intends to install the sewer in the "dry;" concurrently with preparing the -access road' to Phase one. Only after a sewer extension permit is issued will the sewer be connected to the Marlborough Road sewer, However, we have been advised that the act of installing sewer pipe, if it is later intended to be connected to municipal sewer and be placed in municipal; ownership; does require a DEP sewer extension permit. The proponent therefore respectfully requests that a Phase I Waiver be issued, allowing DEP issuance of a sewer extension permit, limited to the 19 homes of Phase one. Further, we request that a two-week extension to the ENF review period be granted to facilitate review and comment on this request. In support of the requested waiver, l<submit that: ` # 5N63NkLR5 FNV;RONVPNTA UGNSUL'Af:Y3 SecretaryRobert Goile.dge- Page 2 Executive Office of Environmental Affairs Attention: Brioriy Angus, EOEA 13865 September 21,2006 r (a)the potential environmental impacts ofphase one, taken alone, are insignificant A sewer stub has been laic], in consultation with the City Engineer. The City Engineer has advised the,proponent that theMarlborough Road.sewer has ample capacity to accommodate the flows from the 19 homes. The ENE review threshold for wastewater isflows of 100,000 gpd or more to a sewer system (301 CMR 11,04(5)(b)(3.a)j. Compared to the ENF review threshold, projected flows of 8,360 are inconsequential,_ They are also substantially less than the 15,000 gpd threshold for a DEP sewer connection permit(314 CMR 7.05(5}). ` Installing the gravity sewer concurrently with access road construction reduces potential drainage issues during construction, and minimizes emissions and noise of construction equipment_ Total rand alteration for Phase one is 5.3 acres, less than 8% of the full=project build- out. Of this, an estimated 2.5 acres will be impervious area (road, houses, driveways). Both Phase one land alteration and impervious area are less than the MEPA ENE review thresholds. No portion of Phase one is within-any wetland,resource area or buffer,> zone. (b)ample and unconstrained infiastructure f cilities and services exist to support phase' one- The City Engineer has advised the proponent that the Marlborough Road sewer, a 10" " gravity tine, has wimple capacity to accommodate the flows from 'Phase one, totaling 8,360 gpd. As other elements of Phase one are below MEPA review thresholds, and no other Agency Action is required, significant impacts on other 'infrastructure are not anticipated: (c)the Project is severable, such that phase one does not require the implememation of any other future phase of the Project or restrict the means by which potential environmental impacts from any other phase of the Project may be avoided ininimized Or mitigated; ., Phases two through ten of the project will be served by a force main to the McGrath Park Cross Country Sewer. That force main is"a separate sewer than the Phase one gravity main, and will not be able to be constructed until a DEP Sewer Extension and Connection Permit has been obtained, following preparation of the MEPA EIR. Similarly, features of Phase one other than wastewater will not significantly affect the implementation of future phases or their impacts or mitigation. (d) the Agency Action on phase one will contain terms such as a condition or restriction in a permit, contract or other relevant document approving or allowing the Agency Action .or other evidence satisfactory to the Secretary, so as:to ensure dere e i Y'`GIE-ERS.FJ £NTIU M1f&1 A CON Sn TANTS Secretary Robert Golledge Page 3 Executive Office of Environmental Affairs Attention: Briony Angus, EOEA13&65 A September 21,2006 comphance with ME-A and 301 CMR 11,00 prior to COmmencement of any other phase of the Project The Project design requires that the remaining homes be sewered-by force main. This will require a BRP WP 13114 permit, which cannot be issued by DEP 'until MEPA compliance has issued. 'Without the DEP sewer extension and connection permit, other phases of the Project may not commence. Phase one does,not require Agency Action other than the sewer extension permit for the proposed 19 homes. For the foregoing reasons, and, pursuant to 301; CMR 11:11,(4), the Proponent respectfully requests the issuance of a Phase one waiver allowing DEP issuance of a" sewer extension permit for Phase one of the project: Thank you for your attention,tothis matter. Sincerely, EPSILON.ASSOCIATES, INC, Samuel G. Mygaft Principal Attachment: Figure t Cc: John Zajac, Nancy Baker, DEP All Recipients of the ENF a r L60134'EAS tNti<iS MEN TPL CONSUITAI'T4 _ _v z r'! �.. Approximate #k� `�. q".� f '�• �k �- . ,+' - � Project Boundary " '�}' '! • �� r x � ^ Golf Course� � a..c �+s.• � ; I� .',: i �+ � u , L ^ v : T .n I : � e � r � *�. .. t , Legend "' 41 3 Proposed Can dihons3 5t ea .+ ... 'P° e i°'ri , moi•, Lot Number { i ,, om m ,s g $fit o. ," I•Phase One Homes 'pgTrails ',�. ^=" .: , �'. ... :. d• �� ..mr a+' �` t. -�,�'�, PmPosad Open Space Scale 1:5,100 Figure 1 zom Odhopnolympey,M—GIS 1 inch=425 feet *� Osborne Hills Phase One Homes Epsilon e N 212.5 o 212.5azs R Osborne Hills Subdivision m7� �+ ■ m rGe1 Salem Massachusetts """""' •"` G W,gvxrs31IMI5ekm1f53f05 O.Nwm�ENM�emf_�mmm.mx0 p 9/i8C6 r� CITY OF SALEM CONSERVATION COMMISSION STTF VTSTT FARM` PROJECT LOCATION: VI "ji SITE VISIT 1b PROJECT PROPONENT: ( ix111 DEP FILE NUMBER: PROPOSED WORK: 4 IN ATTENOANC y U Commission Members/Agent: Abutters: Applicant/Property Owner/Representative: ❑Request for Determination []Abbreviated Notice of Resource Area Delineation ❑Notice of Intent �e ' ElCertificate of Compliance ❑Enforcement/Violation ❑Emergency ❑ Informal / „- .AREAS_fJF:7l�RI5UICTION...�a INLAND RESOURCE AREAS COASTAL RESOURCE AREAS ❑Ba:-1 ❑ Land Subject to Coastal ❑Land Under the Ocean Bordering Vegetated Wetland Storm Flowage ❑Designated Port Area ❑Coastal Beach E-1 Land Subject to Flooding ❑Coastal Dune ❑Barrier Beach ❑Land Under Water Bodies or Waterway Name. ❑ Coastal Bank ❑Rocky Intertidal Shore ❑Riverfront Area ❑ Salt Marsh ❑Land Under Salt Pend ❑Vernal Pools ❑ Land Containing ❑Anadromous/Cata- Shellfish dromous Fish Run ❑ Bordering Vegetated Wetland in Coastal Area 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 TEL: 978.745.9595 Fac: 978.740.0404 • WWW.SALEM.COM ❑Water Body Bordering Vegetated Wetland ❑ Bank ❑ Coastal Beach ❑ Coastal Dune �., a ,, 4 3 r - � ."��._.., _ ..� Protection of Water Supply Protection of Groundwater Supply Flood Control EStorrn Damage Prevention tivrPrevention of Pollution t4protection of Fisheries Protection of Wildlife Habitat ❑Protection of Land Containing Shellfish Is this an exempt project: If so,why? Are resource area boundaries delineated correctly? If not,explain. RpTaJ'«'C.4Ek 6� t x+ SITE 5ITTDOCUMENTATIONAat3a rr � '1; `"' FALL Photos ❑ Site Map A Other:��(�{ Take into account relevant aspects or features such as: natural or piped drainage or obvious pollution; topography; existing vegetation; possible alternative sites; signs of wildlife, possible vernal pools, rare species habitat; landmarks; recent or historical disturbances; proximity to other water bodies or drainage areas; adjacent land uses. Lob P n 0 D0551%(Ilfo 1 JJC tJ W D ti it¢Gr✓ l�It.QR SnlIe K"4 t i Prn�e artQ� . RECOMMENDATIONS F Osborne Hill Drive—(D-18 to D-21) (Sheet 13) Approximately six mature trees (6-10" cal.)would be removed. The wetland is functionally isolated by the existing dirt roadway. 1,000 square feet of replication is designated on the plan adjacent to flags D-23 and D-24. The total crossing area is 1,300 square feet. An additional 700 square feet of replication could easily be provided west of flags D-26 to D-29. (1.3 to 1 ratio). Amanda Wav—(C-4 to C-10) (Sheet 13) Area of wetland contains little vegetation. A replication area of 1,750 square feet is proposed west of flags C-2 to C-4. The total crossing is approximately 1,900 square feet. An additional 700 SF of replication east of flags C-11 and C-12 could be readily provided (1.3 to 1 ratio of total crossing), (Area is heavily shaded now). Diandra Drive—(Sheet 14) The major portion of the resource area is a rocky intermittent stream bed within which exists little vegetation. Resource area occupies 1,550 SF of the crossing. 800 SF of replication is proposed. (Estimate vegetation covers less than 500 SF of proposed crossing). Strongwater Drive—(B-29 to B-32 and I-9 to 1-10) (Sheet 16) The resource area is vegetated by phragmites. The bridge will have about 17 feet of clearance above the wetland surface. The crossing has excellent southern exposure. 750 SF of replication is proposed to mitigate 320 square feet of disturbance. Strongwater Drive—(A-62 to A-67 and I-16 to I-18) (Sheet 16) The resource area is vegetated with herbaceous varieties and phragmites. The bridge clearance above the resource area is 20 feet. The crossing has excellent southern exposure. It is suggested that the replication area be located west of its present location between flags A-68 and A-75. L 1 4` X. CITY OF SALEM i` DEPARTMENT OF PLANNING AND =" COMMUNITY DEVELOPMENT KIMRERLEY DRIscOLL MAYOR 120 WASHINGTON STREET♦SALEM,MAssACHus=01970 LYNN GOONIN DLNCAN,ANT TEL:978-745-9595 x311 ♦ FAx:978-740-0404 DIRECTOR ax To From , Ctins 1'le ��r ><as�SSe$$nGa.-,c� $u.vcU � �ank 1��>rMa , ole+>r,w�N+.�do� ceo.-ZI n,<�»K Fam q-7-8- S3) ' Date: 3dl y /0/ 200 6 Y Phone: Pages: z Re: V41,n0. ( x°001 CC: ❑ Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑ Per Your Request -Comments: Carts, AS 41Sw5Sej durlNy ove p4r.t Can✓t�SZ� an Ct4l`,'6 td vtAhX jtvl ,h ✓J1� ✓,raIn, u_� N osto✓ne µ'FIs sLjsdly ,V, /1-orosd. PIc�J� r�� n✓ C{ )�oktj ffFUP Mr i T4-" +14- v vlr2r Vc1ha,Q pov � IS w. , OI1 � rt hv fvoe e3 SVSGVLS>e � / � '�S� +ploy ll� Orti 2 r �Gh} .Lnci No2 Arse�cP- lon . T i i of c� c0 it/^ _ (yV� r i /j// rl / / 1, _ 1 r tj r'��. ,-� �,. i n CITY OF SALEM CONSERVATION COMMISSION City of Salem Conservation Commission Will hold a public hearing for a Notice of Intent under the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40 and Salem's Ordinance Pertaining to General Wetlands at the request of the Osborne Hills Realty Trust, P.O Box 780, Lynnfield, MA 01940. The purpose of the hearing is to discuss the proposed construction of a roadway, utilities, and stormwater management facilities for a 129-lot subdivision off of Marlborough Road. This hearing will be held on Thursday,May 25, 2006 at 6:00pm in Room 313, City Hall Annex, 120 Washington Street. Kevin o Com. Kevin P. Cornacchio � Chairman Please print legal advertisement on: May 18, 2006 Please send bill to: Attorney John Keilty 40 Lowell Street Peabody, MA 01960 t 978-531-7900 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete Ibrm and make two copies. Date Received /n/M Amount Received q 76Z So Form of Payment 14 Check Cash CHECK PAYMENTS: write chedc number CASH PAYMENTS: write client initials Q Sign Permit Application Fee 10 Conservation Commission Fee Payment received for O Planning Board Fee what service? Q Old Town Hall Rental Fee Q Other Name of staff person Bran K TZo 1 receiving payment ✓�+^ �11 c1 Additional Notes ` b�IVl'5l1A.,X NrZ . " DATE -INVOICE AMOUNT 53-179 . JOHN R. KEILTY, ESQUIRE- 113 •"Counselor aflaw - - 40 LOW .'STREET '` '. �' ' PEA BODY,.MASSACHUSETTS 01960 - NO, 12,738 PAMOUNT' - ' OLLARS- ..<- -DATE TO THE ORDE Of_=•� :- . : -GROSS AM ::`OESC 0 NET AMOUNT t, 3 _ � Eastern Bank Lynn, MA RUTH SI _TURF x 1160 1 27 3811' 1:0113017,981: 60' 004S313911; Original Check and Form: DPCD Flnance Copy 1: Client Copy 2: Application File .v CITY OF SALEM CONSERVATION COMMISSION MEMORANDUM TO: Assessor's Office FROM: Frank Taormina, Planner/Conservation Agene DATE: October 26, 2005 RE: Certified Abutters List The Salem Conservation Commission is requesting a certified abutters list for the property located at 57 Marlborough Road, Osborne Hills Subdivision (Map 9-Lot 0001). The following are the 100-foot abutters to the project site: Map 3 Lots 0034, 0126, 0033, 0006_923, 0006_917,0006_928, 0006_918, 0006_935, 0006_839, 0006_852, 0006_840, 0006_860, 0006_851, 0006_841, 0006_850, 0006_842, 0006_849, 0006_843, 0006_848, 0006_844, 0006_847, 0006_845, 0006_832, 0006_846, 0006_859, 0006_833, 0006_858, 0006_834, 0006_857, 0006_835, 0006_878, 0006_879, 0006_880, 0006_881, 0006_882, 0006_883, 0006884, 0006873, 0006874, 0006-875, 0006876, 0006919, 0006_936, 0006_920, 0006_937, 0006_921, 0006_938, 0006_913, 0006_ 22, 0006_939, 0006_940, 0006_924, 0006_914, 0006_925, 0006_915, 0006_926, 0006_916, 0006_927, 0006_867, 0006_865, 0006_872, 0006_866, 0006_861, 0006_868,0006_862, 0006_869, 0006_863, 0006_870, 0006_864, 0006_871, 0006_801, 0006_816, 0006_806,0006_815, 0006_807, 0006_814, 0006_808,0006_813, 0006_809, 0006_812, 0006_810, 0006820, 0006811,0006802, 0006819, 0006803, 0006818, 0006-804, 0006817, 0006_805, 0006_909, 0006_889,0006_904, 0006_890, 0006_905,0006_891, 0006_ 06, 0006_892, 0006_907, 0006_893, 0006_908, 0006885, 0006894, 0006895, 0006896, 0006-902, 0006_901, 0006_910, 0006_900, 0006_899,0006_898, 0006_897, 0006_934, 0006_886, 0006_ 33, 0006_932, 0006_931, 0006_930, 0006_929, 0006_911, 0006_887, 0006_912, 0006_888, 0006_903, 0006_825, 0006_830, 0006_821, 0006_826,0006_822, 0006_827, 0006_823, 0006_82& 0006824, 0006829,0006877,_ _ 0006_831,0006_856,0006_836, 0006_855, 0006_837, 0006_854, 0006_838, 0006_853, Map 4 Lots 0007, 0002, 0003, 0004, 0005, 0006, 0015, 0016, 0009, 0010, 0011, 0012, 0013, &0001 Map 8 Lots 0070, 0071, 0001, 0029, 0004, 0005, 0006, & 0007 Map 9 Lots 0007, 0029, 0008, 0028, 0294, 0295, 0275, 0274, 0276, 0289, 0277, 0038, 0271, 0279, 0037, 0036, 0035, 0293, 0292, 0291, 0002, 0034, 0003, 0004, 0005, & 0006. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAX: 978.740.0404 • WWW.SALEM.COM When list is completed please mail to: Michael Howard Manager,Ecological Sciences Epsilon Associates, Inc. 3 Clock Tower Place, Suite 250 Maynard, MA 01754 Thank you for your attention to this matter. If you have any questions, please contact me at extension 344. Frank Taormina From: Howard, Mike [mhoward@Epsilonassociates.com] Sent: Monday, October 31, 2005 2:36 PM To: Frank Taormina Subject: ORAD's Osborne Hills Subdivision Site Hey Frank, I would like to include copies of the 2 Order of Resource Area Delineations (ORADs) issued by the Salem ConComm for the Osborne Hills Subdivision site with my Notice of Intent application. Would it be too much of an inconvenience if I asked you to mail (or fax)these 2 documents to my attention? I am not sure how your filing system works but it was filed by Osborne Hills Realty Trust, Map 9 Parcel 1 on Marlborough Road. Mary Rimmer did the wetlands work. John Kielty was the atty. I think they were issued in July 2004 (at least 1 of them was, not sure about the 2nd one). Thanks Frank! Mike Michael Howard, Manager- Ecological Sciences Epsilon Associates, Inc. 3 Clock Tower Place, Suite 250 Maynard, MA 01754 978.461.6247 (f) 978.897.0099 www.epsilonassociates.com 10/31/2005 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY PP STEPHEN R.PRITCHARD Governor RECEIVE® Secretary KERRY HEALEY JUN 1 3 2006 ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner DEPT.OF PLANNING& COMMUNITY DEVELOPMENT DEP File # 064-0418 RE: NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER SALEM DATE: 6/9/2006 3:01 PM (city/town) { The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act(M.G.L. c. 131, §40): Applicant: Osborne Hills Realty Trust Owner: Address: PO Box 780 Address: Lynnfield,MA 01940 LOCUS: Marlborough Road IF CHECKED,THE FOLLOWING ITEM(S) APPLY TO THIS NOTICE OF INTENT: A.-(X)-This project has been assigned the following file# : 064-0418 Although a file#is being issued,please note the following: C.()Other Regulatory Jurisdiction 1. () Application has been forwarded to Waterways Regulatory Program to determine if a Chapter 91 License is required. 2. () Applicant is advised to forward a copy of the Notice of Intent to the Corps of Engineers for review (call 1-800-362-4367 for information). D. (X)401 Water Quality Certification The project described in your Notice of Intent requires a 401 Water Quality Certification from the Department of Environmental Protection and may require submittal of a 401 application form. See below for further details: 1. ()Based upon the information submitted in and with your Notice of Intent a separate 401 Water Quality Certification application form is not required. The Department has reviewed the plans submitted by the applicant and finds that there is reasonable assurance that the project or activity will be conducted in a manner that will not violate the Massachusetts Surface Water Quality Standards,provided that: a) the applicant receives and complies with a Final Order of Conditions from the local conservation commission or the Department; b) The Order of Conditions does not cause the loss of more than 5,000sq.ft. of bordering vegetated wetlands and land under water and/or the dredging of more than 100 cubic yards of land under water; This information Is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://w .mass.gov/dep «i Primed on Recycled Paper r c) any loss of vegetated wetlands has been mitigated with a minimum replication of 1:1; and is not part of a subdivision; does not cause the loss of any Wetlands designated as d) The project is not exempt from the M.G.L. c. 131, §40-the Wetlands Protection Act; Outstanding Resource Waters; and does not cause the loss of any salt marsh. Therefore,provided that the above conditions are satisfied,the Final Order of Conditions will serve as the Water Quality Certification for this project. This does not relieve the applicant of the duty to comply with any other statutes or regulations. 2. ()Before the activity described in the Notice of Intent can commence,you must obtain a Water Quality Certification form from this Regional Office. Please complete the enclosed 401 Water Quality Certification application form and file it with this Regional Office for review. 3. ()Your project involves dredging of greater than 100 cubic yards of material or requires a permit from the Federal Energy Regulatory Commission for work in"waters of the o Commonwealth." Therefore,your proposed project is subject to 314 CMR 9.00 and requires a Water Quality Certification. Please complete the enclosed 401 Water Quality Certification application form and file it with the Department of Environmental Protection,Waterways Program,and One Winter Street,Boston,MA 02108. Contact the Division of Waterways program at 617-292-5655 if you have and questions. For more information please contact: Ms.JILL PROVENCAL @(978)694-3250 or at 978 694- 2224. Cc: Conservation Commission: Salem Conservation Commission,City Hall 1 Salem Green ti 's 4 �r� y 1 G.j�� ti y`q, �✓ya � ��,I (jut �gS{�r'4 ��:. WIN • \\/} F T, : `1i tik y� 44 4as t �' fy �Q`�tfill VIA' d'� A�l�t+9 `�.'�P( R "{�.� `f ( ! _`''.. •.. r f ��Anger, �\ � JQ�r� 45.E Ig, ,'rj � � �� . �"1 .•�'r..-��l'�I��IYb."}dr'. tllt ". Mrd•.. r 0 CITY OF SALEM ' CONSERVATION COMMISSION July 14, 2006 Chris Mello Eastern Land Survey Associates Inc. 104 Lowell Street Peabody, Massachusetts 01960 Re: Order of Conditions DEP #64-418—Osborne Hills Subdivision, off Marlborough Road, Salem, Massachusetts Dear Mr. & Mrs. Fialho: Enclosed, please find the Order of Conditions for the above referenced project. Following the 10-day appeal period (after July 2, 2006) and prior to starting any work on site, this document must be recorded at the Essex County Registry of Deeds (36 Federal Street, Salem, MA.). Please fill out and return the Recording Information on page 9 of the Order of Conditions, which will indicate to the Salem Conservation Commission that the document has been recorded. In addition, please post your DEP sign and install your approved erosion control measures. Once all of the above have been completed and prior to commencement of construction please contact me to set up a pre-construction meeting. You can reach me at (978) 745-9595 x 311. If you have any further questions please feel free to contact me. Sincerely, / { 4 f Carey Duques Conservation Agent/Staff Planner enclosures 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 TEL: 978.745.9595 FAx: 978.740.0404 0 WWW.SALEM.COM i rt, - 1 ..,-. -.neer x - - x;r +•=v -w - * L T. i� -.�P a ..� � r .f � � cry,,„ -....e,. l j..,. •'.1:- n°, t r `f'� s a�'2..•. ti. ,r•{u - p;"I' ',,-. ' -'" cA't `t+ ;t+'..�.I^�c C' +*5+�,.i�'..j<� F:iCY -r Ma�.!`'d^,}`� �'y .,:u' 'Y'[:�- "w� Y:+•x,4•`a k'�i;�ty' '�w� :�'; - Z-y'C. `�f— f:�..';j � 1.., ta.' ,.^' .yt -,_, • eY",C'2• C` asry. '" '{H_ �. 3�Tr a»�'»",�`C+r .:z a .`.'tT d... �,r4 sy,: Q "�..i. t�rk. r'� _ .a� • • 't- :.o wi a:� ice'' : rd, '.'�•'ti.Yi \sw5 ai, 111£\:+5�+7 "9`, f_ `_..-"y_ ! -aa-. :.4.lxp, R J •-w .Y', .,..1. 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A 1-866-294-9767 WWW.STEADFASTBRIDGE.COM r- Steadfast Bridges 4 IxJ�� yl yAratTT Pleasanton,CA San Diego,CA ik R '&'V &v., 'f ,<}+ �r�fv ylx#f+4" :y'A' f ` ,,.A $ va v �' WN _ u i � The Connector is the most tamlliar „ 1t tti M1 u a- 1 'tn q, r L f truss design Our standard designs cans ' accommodate spans up to 150 The ", z 'ax sa °xWr `N [Tx' 4s"i s €' s des Connector.'styletrussfeaturesaparallel .�� NashwlleTN %` #; ar5t ,(+ys?€"ssz top and bottom chord 1 + ftp f r a z b � t h*q#;gdy ,au psi v " x ,;J d,1 's i u v fs`e rae„ $ t. ' wm i F'' a tJ, t r. °$,` ?+.,»�t' x ' _ NI T a + " `Z*'�,.Y �3'tj 111' + _ _ -- r 1 Thisrc is an attractive companion to theme t Y x "Y ' UO", 3 d Connector:deslgn 4ThekX B Brace panesr woodndge IL �`;�4 , u 3 1� add tothesymmetryand beautyofthe ' �� I^; `xy, " t Lin(series s et a 8 W it`StrczM,� A� '4' t'p', a."..ff;, ns,` fx "�k R� {'^Y � ( L W �' + �£� Vf»4 Eae`�N}44 ♦YC ! Uv�AJ—�l N . h Ai RY �Kl'��1; i M�ex 'h^C, arr+3b '"k4G.+.�.<;aua}�3,�Gnw'u4:. Chattanooga,TN Baker WV �Opot114N ,�«? W', 44'43$ �"/�i'i4�/P �i+ � �� w �`�tYy u�� 7avLx�`��'��4t•'i#� �� ^'r�„"r� t ��F 1 S •."� _+mo o AUTIO RIDGE CPOS51116 1-866-294-9767 WWW.STEADFASTBRIDGE.COM w £ E I E ' NThe centerpiece of your next development. e2 �, K ,. . -Io a S .ti +gyp 5 ]Y r .9•:. � xt� i` { - 1'� ""L `xT �ih y'{f� #��ffyti �� F�' � .a�'y' � `�Cx� �,, �a rj ", • � .SRT y ` .tom �"' .�2 T.•Ir' - £ LL. 1. .d, 4 ds. # r u I. 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Beam Span Guard Rail Connections Beam Span with Steel Abutments _ 7 � =� 1 to R l 1-866-294-9767 WWW.STEADFASTBRIDGE.COM Steadfast 8ridges7 < � at`;,,�ug4751— _ Ilk e y.'3t mW lx�Ill All b�� 11� if myGOT . Bridges over 28'wide are shipped in modular pieces Long spans can be placed by cranes without impacting wetlands I h s. A o •.. . �� .v HS-20;HS"25,HS-30 or Required Loadin�g '� � a 4 - r r ' i � r • � 20-150'GlearSpan �� SieadfastBndgesengineenng�support � �- � Concrete;Asphalt;. "," �` 4 team will assist you step by step through Wood or Steel`��Composite (Grate) �-'" yourmbri�dgepro ect.iLicensedjin all 50 •• - `" Weathering (Cor-Ten);Painted Weath �� s antes ourengineers have designed. Bring, Galvanized,or Painted` s�- "�� thousands ofaPedestrian and Vehicular � � �, . Bridges across the,USA. • • Welded per AWS D1:5(Bridge Welding code); High-StrengthBoltsperASTM;- Custom Paint Systems and AASHTO:� Standards � " - j Custom-Engineered to Local and AASHTO�.�" '' r � , rte' I Standards(CADDetailsandSpecifications� '�' available):Bridges can b`e ustom de- ' signed to accommodate skews up to 30 Whetheryou are an experienced bridge degrees; slopes and camber to meet specifier or this is your first bridge,project, specified vertical curve requirements. our.experienced sales team is available to . •. Clear Span to 150' provide local technical assistance. Decreased Installation Time Improved Hydraulics Reduced Environmental Permitting Design/Supply AIS@Major:Bridge.Certified Bridges 12'-28'wide are spliced for convenient shipping and installation Steadfast Bridges are bolted in the field;no field welding aft 1 O v toam 1'. - 1-866-294-9767 WWW.STEADFASTBRIDGE.COM #}i + �,t' �}fS r �h � rA �$� �+.,'� '%mr :z wy,`�'^ •. �n T�#t.h��,w#'Nt¢*a,+df''"T s 'iii k'+�'r�'< kw*q' as 7, - w�l >. { Riir n�^d s fin;,& t s fa bqa �tr'ti�y'+a Yrk iz a54 r�i r 4. r �h ��}.,F,y} r Q ,ra.✓a �'�� x +,r s�� rJ"`yL�*�,u'` .��+r��s ',,m�4 ! �> r��"�v r ;yip y �k y#„'�$��„�' `<��{ °” ,: � �i�'�� ,x� ' .�'A' n,.! s 7„^ra ,..�•��c�i ��P 5;F'S�s,, a.a Y r My 3 as.a ¢ T� x�r sir x 8 x t i Y r• � o a t 1w '� r ar ++ei 'a• � " ' „t h* �, �j €ye� .kt,g�•& a"y en t q,. n'r x #.a�3 � `3 ��nt `t�a '.'hw..r`t i�`� ,✓^ rN k"Sz A. '�t4t x% Hf }y, i?{ay s.w Jf3rxt ,f a r 8�„e.. 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'lY'..I",�.�+r"3 �� F9rrFm rtxa tt5 s 74 d ub��d'aY:`" d �.J'�7 `• w,.�*fr' �, '��''��t?' � y STEAGFAST 6RIOGES gsfe a r '!z"` tT�.:x�ry� xwwwsteadfastbrldge com �P {+t �` �' 'y;' y;wt �e r w3€ xs r: � ifx �. nxna�' a ti•<r t � .� i cxa #%Y''' w : v '� b^�' s '+ '�,J'" `iaX iY-r " n r t r s bro Jeh badges 4 4/06 THE BEBO' SYSTEM ✓ I h-� AC'F{ �iAv�' �y}�. �•p d^It/ ( f � d f Y � �(. l ` /,.'• �k�' �U� �� I � ,�� `r � � � � •'q ft '�` s «w � 3 ,.P ET:__ '� I liiid III �W�! � `A.iiPY� r� a+:f #-i' g ,�. � � � .t � �f ��4 A�J i��nrt•f�r�Si�'jaW+ ��r��id�S�/ r(f ,,��tt `w"S1+ il•,:�'{ t e x 4 7IN r ita x� i4 T", •I..�� lel �I 1.Z4 INV IS S; tl�t�+ It��•i �wY Yi}F�3 ��,+'�� 7bi.r n' "4•S�f"Ge m4 �'�y�� I�p Durable and Aesthetic Structures for the World i I, f S A��i%\ITCAIJ ° �� 11110'4W11110'4Wn BEBOTech � CONSTRUCTION PRODUCTS INC. t A CONTECH Company i r - i • Decades of experience and countless applications ensures in LLJ BEBO's unrivaled performance f BEBO Historyi For over two thousand years,the unique load carrying capability of the arch shape has been recognized. Arches were ideally suited for early builders whose principal materials, stone and masonry, had little I, bending moment strength. With the unique arch shape they were able to construct bridges, aqueducts, and cathedrals of astonishing size and beauty. Table Of Contents )f BEBO arch development started with the first full scale 4 Applications load test in Switzerland in 1965. 5 Spandrel and Wing Wall Packages The BEBO arch capitalizes on soil-structure-interaction 6 Structure Selection 1 between the reinforced concrete arch foundations and S Benefits of the BEBO System the surrounding fill to support the live and dead loads 10 Complete Design Service Available on the structure. Hundreds of BEBO structures, mostly precast bridges, have been built in Europe, the United States, Canada, Southeast Asia and Australia. The first BEBO arch structures were installed in 1966 and are still in excellent shape today. Experience shows that reinforced concrete arch bridges are extremely durable and require virtually no maintenance: they have no exposed bridge deck, no transition joints or slabs and no moving bearings. Over the years, a wealth of BEBO experience has been S accumulated. Various patents underline the uniqueness d]) of the BEBO system,including the latest development,the new T-Series arches. BEBO's are the largest precast concrete arches in the world Sema photography mmbsy of Oldmstle Precast,Inc,a CONTECH precast partner. /tMr _ p - _r" �.- 't4� A •' x'e �';- The BEBO 8-inch wall prototype arch demonstrated BEBO's np ability to resist extreme loadings. Testing of o BEBO structure-Large Span Culvert Field Test t program,University of Massachusetts, 1997. i Stony Brook-A typical,safe and durable small to medium span - .- O BEBO bridge application. i i i ' Pik1 I I vc" <fy�t ilry�4A 1 Li e i �W '",;.� � The world's largest precast overfilled concrete arch. t-1 I -Aft BEBO System under construction in Putrajaya, Malaysia. le — A short,precast BEBO railroad tunnel designed to support ILII i� _\1 high overfills and 500 ton mining truck. Versatility makes the SEBO System effective for a variety of applications 1 Applications Bridges Tunnels BEBO arch structures are an aesthetically pleasing, Cut-and-cover or cover-and-cut with up to 100 cost effective solution that provides extreme feet of overfill. durability and requires virtually no maintenance. Spans of 12 feetto 102 feet and more are available • railways, light rail or metro for a variety of applications. . highways and transit roads • highways . utilities,conveyor belts for material handling • roads . stream enclosures • railroads * underpasses for industrial areas,airports,etc. • wetlands Custom tunnel sections are designed quickly to • steam crossings owner's requirements or specific site conditions. • bicycle paths Underground Structures • golf underpasses Overfilled structures for garages,wine and • culvert applications cheese cellars,vaults,food storage,water retention, protective structures and even • multiple spans museums. • minimize land usage • maintain constant internal temperatures • protect against natural catastrophes, crime,avalanches,terrorism and weapons • utility protection fnlrlt y s i 4 rrce eear Ex EN ee en • Structure Selection E-Series • 80 elliptical shapes-spans of 12 to 84 feet . single and twin leaf precast elements . standard overfill heights of 1.5 to 15 feet . designed for HS-25 or HL-93 live loads . in full compliance with both the AASTHO LRFD Single Leaf Twin Leaf and allowable stress bridge codes The BEBO's elliptical shaped arch is the most efficient shape on the market for distributing the live and dead loads on structure C-Series t' f . 31 circular shapes-spans of 30 to 54 feet - tF . twin leaf precast elements '' s ' . standard overfill heights of 1.5 to 15 feet Y . designs for up to 100 feet of overfill are possible . large clearance profiles . designed for Hs-25 or HL-93 live loads s _ . in full compliance with both the AASTHO LRFD ;_:Y • "� -t - ,y-. I� and allowable stress bridge design codes The C-Series is excellent for extremely high overfill and large vertical clearance applications e� 5 Z O - 00 V LU LUJ U) W — 0-- Z) rT R80 U �,�}}�swNwwwoi r,.`:�N uwNrNwwwwN� IT'�o�wwlwvlow�s.�rv" w.wvwN.wNvm �ie�n��ui�N oTE"� .n/ wv �awwl�i'I.g� I�IV It Y- �II YS Mw�4�IN NIC IHIw�wYYYI�Y.�1�1� L �IwOwNwNNNI '\ wS� w>• S.oISIfISE¢.I•IwS1¢" INSNISIwSYSISI¢ N `_\wlwA 1NN� w' 11YYISN v' Yi.•LIiYYiY_ . spans available from 24 feet to 1 2 foot span increments . standard rises are approximately 1/10 of � I]9<>�lTtt{E'��7TU'CI'CaT[C[t7C� - arch .. . additional rise heights can be provided T-Series using independent abutment walls . large clearance profiles . ideal for low overfill applications;overfill yp� heights from 6 inches to 6 feet designed ••ds. - in full compliance with both the LRFD and allowable stress bridge design codes 4� TI T. The BEBO System includes a large selection of h efficient ignty pre-engineered arch designs III t ,N Keystone Retaining Wall Systems® are r- F shvcturallysoundjaesthehcallyappealmg t 4 'tF F4rF y Fi h a � easyto install,and an economical solution " for all BEBO Systems t ?N K Spandrel and Wing Wall Packages A full range of precast spandrel and wing wall packages on all BEBO Systems is avoilble using mechanically stabilized earth (MSE) technology. Keystone modular blocks, full height precast spandrels and wing walls,form liners can be used to achieve an unlimited range of aesthetic finishes. All spandrels' wall options rest on a special "arch end element"which is provided with a"curb"that horizontally supports the spandrel wall segments. f� f' sit C� 4 V' y�. V" Three Piece Spandrel Wall Full Height Precast Panel Two Piece Spandrel Wall ( 7 t. e • � rj� Benefits of The BEBO System • No Maintenance - The BEBO System is a soil ? P 4 structure interaction system,where a certain structural component is achieved by the passive resistance of the soil envelope around the structure. This virtually eliminates any deck maintenance that is very costly on a conventional bridge. The open bottom reduces invert scour.There are no beams to paint and a natural soil deck also reduces potentially hazardous icing on roadway surfaces. Environmentally Friendly - The natural shape of a BEBO Arch produces a large open bottom than spans wetlands and small streams with little or no impact to the river bed or surrounding environment. BEBO y systems require no large abutments. Small footings are used in all designs, reducing the potential for soil v support systems that can have a large impact on the " surrounding environment.Design includes spandrel and -� � wing walls systems that reduce further encroachment of wetland areas. Hydraulically Efficient - Arch elements' shapes _ produce a very hydraulically efficient structure. Open -" area as large as 2500 square feet can be achieved. BEBOTech can provide a full hydraulic analysis on all BEBO structures. 1 I 8 Low Material and Installation Cost- • BEBO Systems are cost-effective: • one BEBO form can produce several sizes lowering material costs • BEBO design utilizes less material than conventional bridge structures • concrete components can be installed quickly shaving weeks off construction schedules and road closed time • very little site work is required to prepare for d w BEBO system. Keystone head wall and wing wall speed construction and produce an aesthetically pleasing structure • requires no special processes such as pre- stressing or post-tensioning requires no special materials requires no special construction skills and uses a small on-site work force height of cover requirements as low as 6 inches meets all load limitations and clearance standards for all elements during transportation •k3M1.,. ''d 42.5 yt: V *4 iF 4 i I i I i 1 Complete Design Services Available I Choose BEBOTech and count on experienced sales and engineering staff to provide comprehensive services start to finish. The BEBO staff will assist you in determining 1 the right solution for your application and provide the following for a fully designed concrete arch system: i • assistance with BEBO arch size selection based on your project requirements I • professionally sealed structural calculations and design drawings on all arch elements, spandrels, and wing walls systems + • optional mechanically stabilized earth )MSE) j geogrid designs for spandrels and wing walls I • professionally sealed footing designs or optional foundation loads • hydraulic analysis for all BEBO arch sizes i • full AutoCAD details on all components 1 • cost-estimates j • installation assistance A 1 1 I ) S t 1 f i i i i 10 f TBE� BOTech" P WNTELM Lompany SINGLE LEAF STRUCTURES TWIN LEAF STRUCTURES BEBO Span(kin) Minimum Rise Arch Arch Minimum BEBO Span(ftin) Minimum Rise Arch Arch Minimum Series/Type (ft-in) Thickness(in) Length(ft) Waterway Series/Type (ft-in) Thickness(in) Length(ft) Waterway Area(sq.ft) Area(sq.ft) T22 22'-0" 2'-7 114" 10 6 39.1 T64 64'-0" 8'-0" 13 6 345.6 T24 24'-0" 3'-2 1/4- 10 6 53.4 T66 66'-0" 8'-7" 13 6 380.9 T26 26'-0" 3'-21/2" 9 8 56.1 T68 68'-0" 9'-1" 13 6 418.9 T28 28'-0" 3'-9" 9 8 71.0 T70 70'-0" 9'-8" 13 6 459.5 T30 30'-0" 4'-4 1/4" 9 8 88.6 T72 72'-0" 8'-10" 14 6 427.6 T32 32'-0" 5'-0 1/4- 9 8 109.2 T74 74'-0" 9'-4" 14 6 466.3 T34 34'-0" 4'-01/2" 10 8 92.0 T76 76'-0" 9'- 11" 14 6 507.4 T36 36'-0" 4'-61/2" 10 8 110.2 T78 78'-0" 10'-5" 14 6 551.1 T38 38'-0" 5'-1" 10 8 130.8 T80 80'-0" 11'-01/2" 14 4 597.5 T40 40' 0" 5'-8 114' 10 8 154.1 T82 82' 0" 10'-1 1/2- 16 4 560.7 T42 42'-0" 6'-4" 10 8 180.4 T84 84'-0" 10'-8" 16 4 605.1 T44 44'-O" 5'-4" 12 6 158.4 T86 86'-0" 1 l'-2 1/2" 16 4 652.0 T46 46' 0" 5'-101/2" 12 6 182.3 T88 88' 0" 11'-91/2" 16 4 701.5 T48 48'-0" 6'-51/4" 12 6 208.7 T90 90'-0" 12'-41/2" 16 4 753.7 T50 50'-0" 7'-0" 12 6 237.8 T92 92'-0" 1 V5 1/2- 18 4 712.0 T52 52' 0" 7'-8" 12 6 269.7 T94 941-01, 12'-0" 18 4 762.1 T54 54'-0" 6'-8" 12 4 242.9 1 T96 96'-0" 12'-6 3/4" 1 18 4 814.7 T56 56'-0" 7'-3" 12 4 272.5 1 T98 98'-0" 13'-1 1/2- 16 4 870.0 T58 58'-0" 7'-9" 12 4 304.6 T100 100'-0" 13'-81/2" 18 4 927.9 T60 60'-0" 8'-4" 12 4 339.5 T102 102'-0" 14'-4" 18 4 988.7 T62 62'-0" 9'-0" 12 4 377.2 C � BEBOTech'" PLOrviELH•Lampany TWIN LEAF STRUCTURES r BEBO Span(ftin) Rise(kin) Arch Arch Waterway BEBO Span(Nin) Rise Arch Arch Waterway Series/Type Thickness(in) Length(ft) Area(sq.ft) Series/Type (ft4n) Thickness(in) Length(ft) Area(sq.H) C30T/0 29'-4" 11'-4" 10 6 260.1 C36T/6 36'-0" 20'-4" 11 6 612.6 C30T/1 29'-9" 12'-4" 10 6 289.7 C36T/7 36'-0" 21'-4" 11 6 648.6 ' C30T/2 29'-11" 13'-4" 10 6 319.5 C36T/8 36'-0" 22'-4" 11 6 684.6 C30T/3 30'-0" 141-4" 10 6 349.5 C36T/9 36'-0" 23'-4" 11 6 720.6 >" C30T/4 30'-0" 15'-4" 10 6 379.5 C42T/0 41'-7" 17'-4" 12 6 562.4 C30T/5 30'-0" 16'-4" 10 6 409.5 C42T/l 41'-10" 18'-4" 12 6 604.1 " C30T/6 30'-0" 17'-4" 10 6 439.5 C42T/2 41'-11 1/2' 19'-4" 12 6 646 C30T/7 30'-0" 18'-4" 10 6 469.5 C42T/3 42'-0" 20'-4" 12 6 688 C36T/0 35'-6" 14'-4" 11 6 397.1 C42T/4 42'-0" 21'-4" 12 6 730 C36T/l 35'-9 1/2" 15'-4" 11 6 432.7 C42T/5 42'-0" 22'-4" 12 6 772 C36T/2 1 35'-11 1/2' 1 16'-4" 11 1 6 468.6 C42T/6 42'-0" 23'-4" 12 6 814 ' C36T/3 36'-0" 17'-4" 11 6 504.6 C42T/7 42'-0" 24'-4" 12 6 856 C36T/4 36'-0" 18'-4" 11 6 540.6 C42T/8 42'-0" 25'-4" 12 6 898 C36T/5 36'-0" 19'-4" 1 1 6 576.6 C42T/9 42'-0" 26'-4" 12 6 940 BEBOTec " E � nCocoxrecN•comwm SINGLE LEAF STRUCTURES TWIN LEAF STRUCTURES BEBO Span(ft-in) Rise(ft-in) Arch Arch Waterway BEBO Span(kin) Rise(ft-in) Arch Arch Waterway Series/Type Thickness(in) Length(ft) Area(sq.ft) Series/Type Thickness(in) Length(k) Area(sq.ft) E12/0 1P-2" 3'-b" 8 8 28.3 E54T/0 53'-7" 14'-0" 12 6 587.6 E12/1 1P-9 1/2" 4'-b" 8 8 39.9 E54T/l 53'- 11" 15'-0" 12 6 641.4 E12/2 12'-0" 5'-b" 8 8 51.8 E54T/2 54'-0" 16'-0" 12 6 695.3 E 12/3 12'-0" b'-b" 8 8 63.8 E54T/3 54'-0" 17'-0" 12 6 749.3 E16/0 14"-41/2" 3'-10" 8 8 39.5 E54T/4 54'-0" 18'-0" 12 6 803.3 El 6/1 15'-31/2" 4'-10" 8 8 54.4 E54T/5 54'-0" 19'-0" 12 6 857.3 E 16/2 15'- 10" 5'-10" 8 8 70.0 E54T/6 154'-0' 20'-0" 12 6 911.3 E16/3 16'-0" b'-10" 8 8 85.9 E60T/0 59'- 11" 17'-0" 14 6 807.1 E16/4 Ib'-0" 7'-10" 8 8 101.9 E60T/1 60'-0" 18'-0" 14 6 867.1 E20/0 I8'-7" 5'-2" 8 8 69.7 E60V2 60'-0" 19'-0" 14 6 927.1 E20/1 19'-41/2" 6'-2" 8 8 88.7 E60V3 60'-0" 20'-0" 14 6 987.1 E20/2 19'-10" T-2" 8 8 108.4 E60T/4 60'-0" 21'-0" 14 6 1,047.1 E20/3 20'-0" 8'-2" 8 8 128.3 E60T/5 60'-0" 22'-0" 14 6 1,107.1 E20/4 20'-0" 9'-2" 8 8 148.3 E66T/0 65'- 1 I" 19'-0" 14 6 991.8 E24/0 22'-9" 6'-6" 8 8 108.3 E66T/1 66'-0" 20'-0" 14 6 1,057.8 E24/1 23'-51/2" T-6" 8 8 131.5 E66T/2 66' 0" 21'-0" 14 6 1,123.8 E24/2 23'-101/2" 8'-6" 8 8 155.2 E66T/3 66' 0, 22'-0" 14 6 1,189.8 E24/3 24'-0" 9'-6" 8 8 179.1 E66T/4 66' 0' 23'-0" 14 6 1,255.8 E24/4 24'-0" 10'-6" 8 8 203-1 E66T/5 66' Off 24'-0" 14 6 1,321-8 E24/5 24'-0" 11'-6" 8 8 227-1 E72T/0 71'-85/8" 19'-10" Ib 4 1,1205 E30/0 28'- 111/2" 8'-6" 10 6 1819 E72T/1 71'-11" 20'-10" Ib 4 1,192-3 E30/1 29'-61/2" 9'-6" 10 6 2112 E72T/2 72'-0" 21'- 10" Ib 4 1,264.3 E30/2 29'- 101/2" 10'-6" 10 6 2409 E72T/3 72'--0" 22'- 10" 16 4 1,336.3 E30/3 30'-0" 11'-6" - 10 6 270.9 E72T/4 72'-0" 23'- 10" 16 4 1,408.3 E30/4 30'-0" 12'-6" 10 6 300.9 E72T/5 72'-0" 24'-10" 16 4 1,480.3 E30/5 30'-0" 13'-6" 10 6 330.9 E72T/6 72'-0" 25'-10" 16 4 1,552.3 E36/0 34'-81/2" 9'-2" 10 6 234.8 E78T/0 7T-9" 21'-10" 16 4 1,337.0 E36/1 35'-41/2" 10'-2• 10 6 269.8 E78T/1 7T- 11" 22r 10" 16 4 1,414.8 E36/2 35'-91/2" 11'-2" 10 6 3054 E78T/2 78'-0" 23'- 10" 16 4 1,492.8 E36/3 36'-0" 12'-2" 10 6 341.3 E78T/3 78'-0" 24'- 10" 16 4 1,570.8 E36/4 36'-0" 13'-2" 10 6 377.3 E78T/4 78'-0" 25'- 10" 16 4 1,648.8 E42/0 40'-81/2" 10'-2" 10 6 3067 E78T/5 78'-0" 26'- 10" 16 4 1,726.8 E42/1 41'-4 I/T 11'-2" 10 6 3477 E78T/6 78'-0" 27'- 10" 16 4 1,804.8 E42/2 41'-91/2" 12'-2" 10 6 389.3 E84T/0 83'-51/2" 22'- 10" 18 4 1,488.5 E42/3 42'-0" 13'-2" 10 6 431.2 E84T/1 83'-9" 23'- 10" 18 4 1,572.1 E48/0 47'-4" 12'-1" 11 6 431.0 E84T/2 83' 11" 24'- 10" 18 4 1,655.9 E48/1 47'-9" 13'-1" 11 6 478.6 E84T/3 84'-0" 25'-10" 18 4 1,739.9 E84T/4 84'-0" 26'- 10" 18 4 1,823.9 E84T/5 84'-0" 27'-10" 18 4 1,907.9 E84T/b 84'-0" 28'-10" 18 4 1991.9 E84T/7 84'-0" 29'-10" 18 4 2,075,9 a .. 4 0000 BE-BOTech- A r �F. • q� n x � , w N — Y N S N p CO �r N s � I E I i Regional Office Locations: j i I d I ^ '7r ten . , r r i ate. I n. I I Western Region Northwest Region South Central Region Central Region Great Lakes Region San Bernardino,CA Denver,CO Dallas,TX Kansas City,KS Indianapolis,IN 909-885-8800 303-431-8999 972-659-0828 913-906-9200 317-842-7766 D Headquarters Atlantic Region Southeastern Region Florida Region Michigan Region Middletown,OH Columbia,MD Atlanta,GA Tampa,FL Clinton Township,MI } 513-425-2393 410-740-8490 770-409-0814 727544-8811 586-469-4240 V I Visit our web site:www.contechtpi.com NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS AN EXPRESSED WARRANTY OR AN IMPLIED I l: WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE.SEE CONTECH'S STANDARD QUOTATION OR ACKNOWLEDGEMENT FOR APPLICABLE WARRANTIES AND OTHER TERMS AND CONDITIONS OF SALE. BROBEBO-1 1/055MMC CONSTRUCTION PRODUCTS INC. t 02005 CONTECH CONSTRUCTION PRODUCTS INC. All rights reserved. Printed in USA Ir t i G�fi►Lim ■��n CONSTRUCTION PRODUCTS INC. f Bridge S.truCo . rekV PFJs �r 1 e�;�•--,a,�.A�i ;mss,�`� .e-. �,.aa,--- � r Y � i A tl y i'.rnY. •�f fA Spanning America Since 1931 d ' CONTECH®CONSTRUCTIONr _ — Vehicular and Pedestrian PRODUCTS INC. has been atu Bridges III providing cost effective bridge CONTECH added Steadfasta solutions on D.O.T., residential, r . and Continental®Bridge r commercial and industrial, li forestryand flood control sites _ Companies in 2000. Both companies offer fully engineered ZZ II since the first MULTI-PLATE° ' pedestrian bridge crossings 'i structure was installed in 1931. up to 400 feet clear spans. In One of our earliest bridges, TM addition, the Steadfast Bridge installed in New Jersey in RoilroadunderpassSUPER-SPAN 28'-1"x21'-9"with Bin-Wall Headwalls. g Seaward Highway.Aloska,built 1975 extended in 2000. Company offers several styles 1938, has been nominated of two lane pre-engineered for placement on the National vehicular bridges with clear spans up to 150 feet. These Register. This twin span, galvanized corrugated steel bridge solutions are perfect for bridge crossings where low arch bridge with rustic stone-in-concrete headwalls headroom and large hydraulic capacity is required or where is typical of CONTECH's MULTI-PLATE arch bridge aesthetics are important. ! durability and value. �N Since that time CONTECH has continued to add new Precast Concrete Arch System Bridges � bridge products to our bridge offering in order to meet The BEBO®Concrete Arch System was added to CONTECH's } the growing demand for new and replacement bridges bridge offering in May of 2003. With spans of 12 feet to over 84 feet, the BEBO Concrete Arch System is one of the in the market place. Today, CONTECH's potent bridge largest recast concrete arch systems in the world and has offering includes steel and aluminum structural plate 9 P Y , I' bridges, vehicular and pedestrian steel truss bridges and been manufactured and installed for more than 20 years in the newest addition, concrete arch system bridges. the US and for over 40 years in Europe. The BEBO Concrete Arch System is a combination of precast arch elements, No matter the design requirement, CONTECH has spandrels, wingwalls and cast-in-place concrete footings IIII become the single contact for every bridge need. creating over 100 different sizes and producing waterway it Wide spans, long service lives, aesthetic architectural areas exceeding 2000 square feet in a single span. li centerpiece, a low budget, CONTECH has the solution. 'I Any CONTECH bridge solution can utilize Keystone° Steel and Aluminum Structural Plate retaining wall systems as headwalls or abutment walls to I;I CONTECH's numerous steel and aluminum pre- create an economical and attractive structure for those engineered bridge structures are not only used to cross centerpiece projects, streams and wetlands. They are also specified as The One Stop Bridge Shop underpasses, tunnels, grade separations, large culverts, and stream enclosures. The designer can choose from a A CONTECH bridge solution will provide a lower in-place wide variety of shapes and sizes for a given application cost than traditional bridge construction. This coupled with –which allows the engineering solution at the most he fact that these solutions are all available from your local economical price. This versatility gives engineers CONTECH Sales Engineer means that you have only one numerous methods of construction, removing all size, number to call to get the best bridge solution in the industry. �- shape and installation restrictions of cast-in-place concrete. When you think of bridges, think of CONTECH. J 2 CONTECH Total Bridge Offering GEOMETRYSTRUICTURE SHAPE Shapes Sizes—Span x Rise Common Uses Concrete Steel Aluminum Trade Name Round O 5'to 26' Culverts,storm sewers,aggregate,vehicular and pedestrian X MULTI-PLATE tunnels,and stream enclosures.Functions well in all applications,but especially in those with higher cover. X Aluminum Structural Plate Vertical Ellipse4'8"x 5'2" Culverts,storm sewers,service tunnels,recovery tunnels X MULTIPLATE to and stream enclosures.Works well in higher cover 25'x 277" applications. X Aluminum 0 Structural Plate l UnderpassO 12'2"x 11'0" Offers efficient shape for passage of pedestrians or X MULTI-PLATE to livestock,vehicular traffic and bicycles with minimal 20'4"to 17'9" invert bury. X Aluminum Structural Plate Pipe-Arch 6'1"x 4'7" Limited headroom.Has hydraulic advantages X MULTI-PLATE t to at low flow levels.Culverts,storm sewer, 207"x 13'2" underpass and stream enclosures. X Aluminum Structural Plate Harizontal 7'4"x 5'6" Culverts,bridges,low cover applications,wide X MULTI-PLATE Ellipse O to centered flow,good choice when poor foundations - 14'11"x11'2" are encountered X Aluminum Structural Plate Arch 5'x 1'9" Low clearance,large waterway opening. X MULTI-PLATE )single radius) to Aesthetic shapes and open natural bottoms for 25'x 12'6" environmentally friendly crossings. X Aluminum • Structural Plate Low-Profile 20'1"x 7'6" Culverts,storm sewers,low headroom and X SUPER-SPAN Arch' ,�\_,. to large opening.Bridge structures,stream enclosures. 6/ \d 45'0"z 18'8" Aesthetic shapes and open natural bottoms for X SUPER-PLATE environmentally friendly crossings. High-Profile 20'1"x 9'1" Culverts,storm sewers,bridges.Higher rise, X SUPER-SPAN Arch" to large area opening.Open natural bottoms for 35'4"x 20'0" environmentally friendly crossings. X SUPER-PLATE Pear-Arch 23'-11"x 23'-4" Railroad underpasses or large clearance areas. X SUPER SPAN I to 30'-4"x 25'-10" Pearl 23'-8"x 25'-5" Railroad underpasses or large clearance areas. X SUPER-SPAN 0 o P 29'-1 1"x 31'-3" Horizontal _ 19'4"x 12'9" Larger culverts and bridges.Low headroom X SUPER-SPAN + Ellipse to wide centered flow,good choice when poor 37'2"x 22'2" - foundations are encountered. X SUPER-PLATE Be.Culvert ^ 8'9"x 2'6" Very low,wide bridges,culverts,and stream enclosures X Aluminum / \ to functions well as fast small span bridge replacement. Be.Culvert 35'-3"x 13'-7" Pedestrian spans up to 400' Recreational,overpasses,industrial conveyor,pipe support X STEADFAST/ CONTINENTAL Vehicular spans up to 150' County,city,parks,industrial complexes. X STEADFAST • Elliptical/ 12'x 3'6" Culverts,bridges,tunnels,wetlands crossings,overpass/ X BEBO Circular to underpass,underground containment,wine/cheese cellars, Arch 40% 64'x29'10" shelters - ' Larger steel sizes are available up through 50 ft.spans.Call your local Sales Engineer for more information. Over 3000 SUPER-SPANS in Place Since 1967, more than 3,000 structures have been built on five continents. That makes SUPER-SPAN the most , , _ , , _ , ,_• widely accepted long-span, corrugated steel design in _ the world. • , _ , _ „ _ SUPER-SPANTM structures with individual spans up to 50 ' feet are serving as bridges, railroad underpasses, stream enclosures, vehicular tunnels, culverts and conveyor ' conduits. Installations have involved almost every job condition possible, including severe weather and iy unusual construction time constraints. r National specification SUPER-SPAN's popularity has resulted in a national „. spec-ification written for long-span, corrugated metal - - '`v - structures by the American Association of State Highway and Transportation Officials. AASHTO Standard Specifications (Section 12.7) for Highway Bridges provide for the selection of acceptable combinations of plate thickness, minimum cover requirements, plate radius and other design factors. Material is covered by AASHTO M 167 AND ASTM A 761. Installation is covered by AASHTO standard specification for highway bridges (Sec. 12) and ASTM A 761. `' .. Acceptance r ;:0 1 Many state and federal agencies recognize the High-profile orchSUPER-SPAN 146'-5”span,2T rise)in Hamilton,Ohio to span a excellent performance and economy of SUPER-SPAN wetlandandtoprovideawildlifecrossing. corrugated structures. In a 1979 memorandum, the chief of FHWA's Bridge Division noted that in the previous 15 years several hundred CONTECH SUPER-SPAN Culverts had been erected in the United States and Canada and their performance had been excellent. In a 1983 report to the Secretary of Transportation, the General Accounting Office stated, 'Some innovations, such as using certain long-span culverts rather than building conventional bridges, have substantially lowered bridge costs." 4 i �rj��B�e�ha� ` 8G ri�1. a.Lk� In �. J atM _'. 'r a Q � tii x > . - lliOj 'a;; m' r + s i ;f The Solution for Small Bridge Replacement: Aluminum Box Culverts CONTECH Aluminum Box Culverts are a practical and cost- =' . efficient solution for small bridge replacement. They have a lower installed cost because they are faster and easier „t to install than cast-in-place concrete structures. There are no forms to set and remove, no delays due to curing time, large installation crews are unnecessary and no special equipment is needed. Also, no heavy cranes are required to lift lightweight aluminum box culverts. h These wide-span, low-rise structures are available in a large a' range of standard sizes from 8'-9" span x 2'-6" rise to h o. 25'-5" span x 10'-2" rise that permit a minimum cover of only 17 inches for all spans, handling HS20 or HS25 live loads. 1 1' Faster Installation Means Lower Installed Cost Closing roads for bridge replacement causes extensive traffic detours, so minimizing installation time is critical. Aluminum Box Culverts may be quickly erected in place and are usually ready to be backfilled in a matter of hours. For faster installation, Aluminum Box Culverts can be completely _ assembled nearby while the site is being prepared. Light equipment can then be used to set them in place. National Specification '" ; CONTECH Aluminum Box Culvert design and installation is covered by AASHTO Standard Specifications for Highway Bridges Sec 12.8 . The material is covered by AASHTO - "! M 219 and ASTM B 864. u I IR r i I _ I j CD = x I I C 4Y i CCD r - - .- _.__;,� -mss � .,�„ - • Lei tl � i i I t � 1 I a Made to Perform, Built to Last carrying capacity CONTECH MULTI-PLATE structures provide designers As a steel-soil interaction system, MULTI-PLATE is designed tojj of underpasses, bridges and stormwater management carry high combined live and dead loads. High traffic loadsb systems with a versatile method of construction and and deep coverapplications are perfect for MULTI-PLATE a long history of strength, durability and economy. structures. o- A variety of shapes and sizes ensures that MULTI Easier, faster installation - PLATE structures fit most applications. Ease of design, construction and proven reliability make them the Prefabricated frequent choice of experienced engineers. constructioninstead of concrete structure usually requires. MULTI-PLATE structures, made from sturdy, heavy gauge I corrugated steel plates, are pre-formed to various Versatility shapes and sizes, then hot-dip galvanized for long-term Shape, size and installation restrictions are removed with protection and performance. The plates are delivered MULTI-PLATE structures. to the job site and bolted together to form a structure National Specification optimally suited for the project. MULTI-PLATE is available in full round, arch, pipe-arch, •NTECH MULTI-PLATE design is covered by • Standard horizontal and vertical ellipse, underpass, and long-span .- dg ASTIM A 796. Material is covered by AASHTO M 167 and shapes—all in a wide range of sizes. Since 1931, ASTM A 761. Installation • Standard MULTI-PLATE has been proven to offer ... Specifications for Highway Bridges (Sec. 26) and Proven durability ASTM A 807. MULTI-PLATE's heavy gauge steel uses the industry standard 3 oz, per square foot galvanized coating capable of providing a service life of 75 years Ease of design, construction and proven or longer. reliability make MULTI-PLATE the frequent choice of experienced engineers. +�a 4 N . . iK I 8 '� t j --�--s �-�., ems. e. �._.e�� •� S �s.pF SS �iI ri cn � I r , rr N ' s 1 1 _ Aluminum Structural Plate: Light Weight Means Lower Installed Cost CONTECH Aluminum Structural Plate gives you all the advantages of steel MULTI-PLATE, plus the light . weight, which adds to the ease of installation \ when compared to traditional concrete structures. Aluminum structural plate weighs 1/50 as much l� as reinforced concrete pipe in an equivalent ' size. This weight factor reduces assembly and equipment costs, helps gain access to . remote sites and allows easy handling of long, preassembled structures. Lower job site unloading costs x Lightweight plates and reinforcing ribs arrive at the job site in strapped and nested bundles Individual plates and ribs are generally light . ' x enough to be handled by one worker. Bundles can be handled with light-duty lifting equipment. 1'►„"' Lower job site assembly costs Most structures contain plate and rib sizes that can be assembled without lifting equipment. As a quality assurance measure, at least one ring of plates for each order is plant-assembled and checked prior to shipment. National Specification Aluminum Structural Plate can be manufactured into large • Plate • meets or sections with up to three different radii in the same plate. exceeds AASHTO Standard Specifications for Highway This reduces the number of joint connections, lowering •0meets or assembly costs. Off-site assembly is an added feature of exceeds AASHTO M 219 or ASTM B 746. Installation lightweight aluminum, with obvious cost-saving benefits. is coveredby • Standard Typical Aluminum Structural Plate applications include small Highway dg es (Sec. 26.51 and ASTM B 789. bridges, grade separations, underpasses, culverts, stream enclosures, storm sewers and rehabilitating existing structures through relining. 10 I 1 ' k � e : o rtr y�f1 , � �•,+t •a �rx' � rt�is�S' .° CD C R r� ,� �I,i.�;k,= .s�lE� Ikikkk` U► �'iut�j 111Ei lk�lj►'u'u�ulkll!��..� � AIL 1111 , I� `r' 1 CD R I fi d I t 11 i 1 i 1 • ' 1 ' Durability: Installed in California,1946 Photo token in 1998 Steel • , Aluminum ? J" R Contemporary Standards R. As the country's infrastructure ages, many DOT's, municipalities and counties have raised their expectations •� _ � ,;� of service life for new or replacement structures. It is yr}' P common to see a requirement for 50, 75 or 100 years of service life to help lessen future maintenance burdens. Designing for durability has become an integral part of ' contemporary design philosophy. 9.; • As an engineer-driven firm, CONTECH has been on the inside of durability considerations from the inception. A7» We provide both steel and aluminum products to meet these service lives based on the environment. As with When severe conditions warrant, added protection can be all - all material, the environment in which the structure iseasily provided assure • -a.ility. Asphalt used is a critical design aspect. SUPER-SPAN, SUPER- • pavedinverts, gouge invert plates PLATE, Aluminum Box Culverts, Aluminum Structural or arch structures with natural stream beds may be utilized to Plate and MULTI-PLATE have decades of documented counter aggressive runoff or heavy abrasion. use in a wide range of environments. Therefore, we can confidently predict the service life of hot-dip galvanized Steel Service Life Calculator and aluminum structural plate products in a givenGage 18 12 rr 8 7- I environment. Service Life Projection Guidelines: CONTECH Steel MULTI-PLATE and SUPER-SPAN MULTI-PLATE structures were developed over 65 years ago as reliable and durable means of constructing 4c �� small bridges and underpasses, large culverts and other drainage systems. 20 re MULTI-PLATE and SUPER-SPAN service lives can be reliably predicted when site pH, resistivity, and abrasion potential have been identified. The American Iron and Steel Institute (AISI) design chart (below) uses the pH and resistivities of soils and water to predict effective service Typical Section P.�.d Inverts life based on historical data. In the presence of aggressive site conditions,concrete Thousands of successful projects have proven the AISICDRainforcement avement in the structure Concrete Pad invert can cost-effectively procedure an accurate method to determine the life of extend the life of nev,or steel such as MULTI-PLATE. Other methods, such as that I existing structures. prepared by the California Department of Transportation Steel Fabric or Flare also applicable. Your CONTECH (fastened to representative can provide complete copies of these A MULTI-PLATE) guidelines. SECTION Portland Cement Concrete 12 (typically 2"min.above a E •• - These triple 11'-5"x 1'-1"aluminum structural plate pipe-arches were installed in _ Ft.Myers,FLin 1968.An inspection in 1991 showed staining at the waterline that was easily removed,revealing shiny aluminum.These structures are performing •• like new. a I } { i N �E:Y t�S �Yf •115' i L♦ we � + d � ��'a;.,,� r ". ''+'_`" I �/ %r—`" � � 0,40 IP r K +rt' 'tr S( - `i_ • .-fir "M y , * is " "' x<✓_ This 180"vertiml ellipse Aluminum Structural plate pipe has handled tidal ocean waters under U.S.I Highway 1 at the Bay of Fundy in Maine since 1966.A July 2000 inspection shows the structure continuing to perform well after 34 years of exposure toa harsh environment.Maine DOT last rated this structure an 6 out of 9,siting only i d diswlorations of the surface and some minor pitting. �yr.�. 13 .0..1 e•+-: \4]}� s R-�a� g. Low Material and Installation Cost BEBO Concrete Arch System The BEBO Concrete . the following reasons: bridge.e BEBO design requires less material than conventional 9 Concrete elements can be installed quickly shaving The pre-engineered BEBO Concrete Arch System is a schedulesweeks off construction • . road close time combination of cast-in-place concrete footings, precast arch of conventional bridges. elements, spandrel and wingwalls. Developed in 1966 in Switzerland, the Bebo Concrete Arch System is the optimized * Little site work uired to pare for a BO Precast concrete version of what the Romans built in 80OBC and Concrete Arch System. uses the proven theory of soil-structure interaction to achieve e Standard precastpanelsblock superior strength and stability. spandrel • ' utilized which speed construction and beautify the finished bridge. The Largest Precast Arch Span in the World Requires • or post-tensioning BEBOTech, a CONTECH Company, produces the largest precast clear spans in the world. With a span range of 12 e Height of cover capabilities varies from a minimum , feet to 84 feet creating over 100 standard BEBO Concrete 1.5feet , , maximum of 00 feet Arch sizes resulting in clear areas over 2000 square feet, chances are there is a BEBO shape perfect for any A FullyDesigned application. BEBOTech provides on every The BEBO Concrete Arch System is available in 12 feet to BEBO Concrete Arch System supplied: 48 feet in the single-leaf arch element and in 54 feet to 84 9 BEBO Concrete Arch size selection based on project feet in the patented twin leaf element. In addition the E series (Elliptical) are wider and lower rise shapes and the C series (Circular) are more high profile shapes used in high cover * Professionally sealed structural calculations and design applications. drawings stabilized earth geogrid designs for the spandrels and No Maintenance wingwalls and da Besides the long maintenance free service life of concrete * Hydraulic analysis for all • BO Concrete Arch sizes. structures the BEBO Concrete Arch System is a soil-concrete D details . . components. interaction system, where part of its strength is derived from Cost-Estimates. the soil-envelope around the structure. This eliminates the assistance. conventional concrete bridge deck maintenance headaches. 9 Design assistance at every phase of the project! No decks to repair or any beams to paint. The natural soil deck of the BEBO Concrete Arch System also reduces the - - - - - - risk of potentially hazardous icing on the roadway surface. r Environmentally Friendly The natural shape of the Bebo Concrete Arch produces _ large open bottoms that can span wetland and small streams _ y with little or no impact to the river bed or surrounding environment. The BEBO Concrete Arch requires no large abutments and in most applications concrete spread footing can be utilized, thus reducing the potential for soil support systems that can have a large impact on " the surrounding environment. BEBOTech' t ' BEBO;dPkk 14 Arch Systems 9' „ Ay , CD _ CD Canal M(rassingaMiNIM; s WTI 10, zf � +a I xx � i t$ ' w .M ¢ k i �•if r' .�•-LPF Causewo _ 13 -•- e Vehicular Steel Bridges ITnl ,Qh and Durable at'x y '$ "g�n 4 a, .. .. SteadfastVehicular Steel °\ �i r� • r . N. � aS�!`lf? t Ij Bridges clear span up to 150 ' *'.. ✓, } � x xk5 + '" s f a ,-ret �"a' W nn 27 :3'�9 ♦ `n..rt� :�'6e� %t}"S'afr1 yv yn3t, feet, reducing site preparation aam`6�t �likeme and lowering costs. The 4 i steel construction all _W rl81� 5+r ' e i �• y ti A ' r provides strength, safety and long-term durability. Economical design solutions r nrx y'se d,'�' ti � �� N`t �r � - 1• I I��id "•w'7 f }�Ig 4 Long-spans eliminate .a ,� -� + ,1{�� l� �� AwL.�� yb �'�� '�+c•- piers ^ h Our Vehicular Steel Bridges allow a more economical q a t design solution than other 9 x structures because of the high strength-to-weight ratio of steel «w: s� - - '�'..y ;�'' and long, clear spans that F eliminate the need for costly piers. Custom-constructed to - - - your specifications, our Vehicular Steel Bridge will meet skewed alignments, a roadway width of up to two lanes, Environmentally friendly AASHTO HS-20 demands or the heavier loads required Steadfast Vehicular Steel Bridges do not violate the by the mining industry. environment they are spanning. They cross your waterway or wetlands without center piers that attract floating debris and decomposing vegetation. Built to your specifications Steadfast specifications using the best practices of the American Institute of Steel Construction, from which we hold . Bridge Certification. t+ IIIIInuallW� ' .:,WSW r Pedestrian 1 11 't h 4 ./. lyLiTJ►TIiTJ.�J •IA!�J - �M •• - -- 4 � rc �`'Y I g� ii.G .;� •i i`�n 4 i�, lG ►p.+U, :d?r..t�.�C 1.1��r.3'6..��rj�i.! iv. .'L�, 4,x e_• U 1 r c s re o i. i s u c u J . • r N 1 7 Innovative products for economicalwe .��• ' y��¢ p ' r'4 �p'�l�4iv,1�3 rehabilitation and modernization :rt. _t s ' Bridge rehabilitation is frequently more economical and less disruptive than removal. This is also true of bridges requiring widening or other types of r modernization. Most bridges can be relined by erecting CONTECH plate structures inside of them. " , Or, the new plate structure can be erected outsides and threaded into existing openings. CONTECH's MULTI-PLATE, and Aluminum Structural Plate are i' � ., ;.may+` '.-- I r $ delivered to the job site unassembled. The plates r! `i and ribs are easily bolted together to form various shapes: round, vertical and horizontal ellipse, pipe- arch, underpass and arch. BEBO concrete arches provide another Most bridges can be relined by erecting alternative for bridge rehabilitation. Precast elements are easily slid underneath existing CONTE�CH plate structures inside of them. aging structures to ensure their long-term serviceability. MULTI-PLATE Pipe and Pipe-Arch MULTI-PLATE provides a larger range s.,r of sizes and shapes while retaining ar" .r the advantages of corrugated ' h �,.. metal pipe. Delivered to the job P unassembled, plates are bolted together to form a full round pipe, pipe-arch, ellipse, arch or other s' shape. Aluminum Structural Plate These structures offer the advantages of steel plate plus the improved durability and lighter weight of aluminum. Aluminum Structural Plate lowers installation costs and resists corrosion, even in tough salt- water environments. , 18 i i Rehabilitation S1 1 Rehabilitation and Widening In Texas Aluminum Box Culverts were installed as part of the rehabilitation and widening project. Voids be ween the Aluminum Box Culverts and the existing concrete bridge slabs and d ' � masonry walls were filled with acement-stabilized backfill. 0`9 r�, L i New York DOT Project i� Y A failing concrete arch structure was rehabilitated by threading with a � CONTECH SUPER-SPAN arch. The void 01, space between the SUPER-SPAN and � �-"* ,- • � � � � he concrete arch was filled with . �._ ' �£° E14, t .-'�` concrete grout. a a Kansas DOT Rehabilitation An aging reinforced concrete box culvert desperately needed rehabilitation. Fourteen foot F round CONTECH liner plate structures were 4 . . z installed from within the existing box culvert with MULTI-PLATE extensions built onto the ends of the liner plate sections. 19 Headwall Treatment Packages t i There are a variety of headwall treatment packages available to correspond with the location of your CONTECH bridge, underpass or grade separation. For upscale housing developments and golf courses, we offer Keystone modular block packages in several styles to create a classic look. 11 For environments with a less demanding visual requirement and ambiance, we offer standard details .'. to and designs for cast-in-place concrete headwalls and R wingwalls. Both straight and skewed structures are covered in these standards. 1 r Bridge structures on county roads typically employ our standard aluminum headwall and wingwalls. This package provides a finished structure and helps prevent scouring and assists in flow channelization. SUPER-SPAN Headwall and End Treatments SUPER-SPAN ends can be step-beveled with concrete slope collars, slope paving, etc. Square-end structures can use partial or full headwalls, wingwalls, steel BIN- WALLS and soil-reinforced headwalls. Special cut ends, such as skews or severe bevels, may be used, but are not recommended. These designs must take x into consideration the unbalanced loads acting on the I structure ends. The use of reinforced concrete headwalls .yena�x or other end-stiffening means are required. For hydraulic structures, special attention should be given to the design of reinforcement of the metal edges at the inlet and outlet ends to secure them against hydraulic forces. They may require reinforced concrete or structural steel collars, tension tiebacks or anchors in the soil, partial headwalls or cutoff walls below the invert elevation to prevent scour. 20 kl� _ �ii*'I:, ':'a �. • t µ;�i �iS E�� M��r�.S'%�( 2i��' r1:2� t i r' f•L� �Tf rrt�l n �..�,. 'i 't. ,,',. Xr� • �t. 4J1{�y�,r��j l'�R 1��•�/+�SV1!,Y�� f��1 �• , I9"�7' � Ixr �,�4�7 o .�udindiillllll;��iliII�II�II��I��l`�i t ,: ��r� , r +N .1•'(`t� t �.r-� ��7� n . ��`,r�{^�y, t'�`�<:�H 1!� .'; �f 4— � �'?i ;if•c lII��il l �•-• , $y. `r tp* } r �,+„ is e � ,• rp�i/��y� -_ %/��' ,�� I�11i II //''�,K ® T4r�i•,� fH(��•�r�'�,� ( �� .Jyr�/(py��Fl I��-rJYq��ti_+�e�,/�'FfrF'._�� •Y '_� ,f Y?�• I �^•�i�lFr ,Yv it/Ty..;�';�d� 'Yt r;�;• r7;L Ii``,�, y` �• } r i � "•.x.`. � i ( �i�11�� /' f'kl ,..0 ��1��11�wPr ��l '� �Y� ��r��}1 � ��i' \ r S '� 1 t�'�nr � ��.'�9� � ' /IFi�.��."ib�'•i�'�, j�rf.�� 'p if r � �✓"p �. 1 I , tM It V 3 N r 141 1 Cast in-Place Conaefe,• - Stone-tacodConcrete L J rl 4 � s r Z r, i a Keystone Modular Prefabricated Aluminum -;raf`� :'!':`�.`` -704�z, T'.To n. � u Design-Supply-Build CONTECH designs and supplies bridges, underground storm water detention systems and other civil engineering structures that lower costs and speed completion. We manufacture the materials, guarantee their quality and assemble the structure to spec. Bridge . . . Stream Enclosure A high-speed feeder onto 1-75 in Ohio encountered a ' meandering stream with a wildlife crossing and citizens' ' concerns. CONTECH furnished the design, materials, t �. ... assembly and inspection services for a 46-feet span and1— 1 27-feet rise high-profile-arch SUPER-SPAN, allowing the owner to cross the sensitive stream without disturbing the natural path of the animals while soothing public concern. High-Fill Culverts The West Virginia Dept. of Highways needed to enclose a ;. stream nearly 50 feet beneath its Corridor H expansion. A concrete structure was specified, but because of the fill height —_ and high cost, an alternative was sought. CONTECH designed, supplied and erected four MULTI-PLATE steel culverts, saving the WVDOH $500,000. The 15-feet diameter, 623-feet long structures have paved inverts and are asphalt-coated for protection against acid mine runoff. Bridge Rehabilitation a� An aging stone bridge in Trumansburg, New •r 1 York, was scheduled for replacement at a price r, of $2,000,000. This included $600,000 for a " new bridge and $1,400,000 to shore up historic buildings on each of its corners. CONTECH proposed rehabilitation, providing the structural design and supplying aluminum structural plates to reline the bridge's arch. This innovative solution saved the NYSDOT, $1,740,000. - �a. 22 Bridge . . . Keystone Walls The Walton Coun Government and Education Center re wired a total of 25 brill es tc cr y q g oss wetlands at six locations. Carlon Killam Consulting Group of Pensacola, Florida, designers of the project, approached CONTECH to supply the bridges. To accelerate the design phase, GONTEGHprovided the foundation pile designs and coordinated the bridge headwall designs with Keystone Walls in Minneapolis, MN. "Within 10 days we had conceptual drawings, including preliminary pile designs for the bridge foundations," stated Paul Trimble, senior project manaqer of CarlanKillam. Additionally, CONTEGH had a sub<ontractual agreement for the 7 bridge assembly ?', .N3 € •, `F� because the contractor hadlittle experience with plate structures and would have r` 1.�;fi;� been unable to meet the construction schedule. With the CONTECH Desigj-Supply-Build package, the project came in on time II ; >• �. and under bud et. � sem.. s r ; 4 r - , 1 l , a � t +; With the CONTECH Design-Supply-Build package, the project came in on time and under budget. 23 i f _ _ _ igs - • • • • •-• • O '� X10 .�';: ., is IIs si • 1 • r ` t.l n x Ll • Vrsy it D - • • • • •• • • •- • • - • SEN. II II r For more information,call one of CONTECH's Regional Offices located in the following cities: California (San Bernadino) _ 909-885-8800 Colorado(Denver) 303-431-8999 Your Local Sales Office is: Florida (Tampa) 727-544-8811 _ Georgia (Atlanta) 770-409-0814 - Indiana (Indianapolis) 317-842-7766 - Kansas (Kansas City) 913-906-9200 Maryland (Columbia) 410-740-8490 Michigan (Clinton Township) 586-469,4240 Ohio(Middletown) 513-425-2393 Texas (Dallas) 972.659-0828 Visit our web site:www.contech-cpi.com NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS AN EXPRESSED WARRANTY OR AN IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE.SEE CONTECH'S STANDARD QUOTATION OR ACKNOWLEDGEMENT FOR APPLICABLE WARRANTIES AND OTHER TERMS AND CONDITIONS OF SALE. A�ligVITlAlO' �- iSi►�:IGS.�rO L coxsrxucnox rxooucrs INC. ( ©2004 CONTECH CONSTRUCTION PRODUCTS,INC. 1 BRO BRIDGES-4 IOM 10/04 MC All rights reserved.Printed in USA. RECYRECYCLED PAPER 44 al-,, < t a xa z L 3z 2" ,,. LINT lwf sIenl Cr Zia Tvbx �( k }a A 9 �4 § .n �.5' • r.�s"y i yav t • ; � Y4✓d�� , 4� 3� t . a. i T x as, x q4t T r s , fis r a i i t' • ^ 1 Crossing the nation with bridges you can depend on v � p $gyp,`, j. dub'." c •. NQ a 1,.. �{��,, q •ri f'f ,. a L� fYi' s� i�LdlW`- ppp i s a ' ? sa} , _ i ;- *'' r d r P na`�3 .Pm• W' 'y'k Z u. ,' £ p `°� 'eT"�§, s v £ n za r! •*..'b" tot, ro bis p .�h '� v :.r '=r .nye 3s�� ,.. �bm�s, Steadfast Bridges 2 yyy t ., I I 11 J Ory 111��A �� 11 � �� 1�1' �➢I � �r�y� � � e] : t� .�.3` I yq It � a li 37 � t Orlando,FL Trinity,CA t :�:?�p�,�m`� �S�C`�� t �a➢�x #f` y�r .�. { � *FS g}, � r ,rk,� 3i. "R,05 Is, {bye' a z"`''' rwa. t t. t r.; ,ir arc, i )11,11 :.r•' ea;.anter ,ty� t ' Steadfast Budge Company is responsible arc « r a 6 ° ;�°�y� for bunging this old favorite back to the � �;�� i ,� � r , ti:,� � market"place With clear spans up to 150; �, '. � '� , x s � r`� ' �,, the Keystonelstyle is our most}popular...- %The properties of<theagelessxparabolic � �` `'�... : y."�- - . r' curve'still offer one of the most efficient � � � � +�' structural designs.The nostalgic appear- ""' "� �`� '� �U �i ' ante of the popular bow,truss,isery �. t - � o ular in�residenual+and commercial' �� "`" k �,'�„�se tings�whe e aesthetics di taithe :,z �� .budge style Wrth�longerspans,��the� �� center dep hmay beireduced to�7%�`of a thes ai � rT�r �,� 9 b y Orlando,FL Hugo,MN i ,t 1-866-294-9767 WWW.STEADFASTBRIDGE.COM Steadfast Bridges 3 w:' 1 .� aac>ssa _ nFops Y 'ham 1,04549 _ t X k _ t Fontana,NC Meade County,KY �'I • I I ' I I • I 'I II I I I I 'I x 1 1 } 7S£S v'� 'i J a& i ,, z fW 41 O�ttt � A"�A.�r Y � � ' X. The Capstone Senes`is an economical ` ii -T 'ion or ro eche airing a long span .W." 9® �x QjN �ey :(�: y .w t' i ' � .'v't,P' th-li yrq.. " - ' bndge¢wrthaimrted approachbspace. 4w �. rs� m RIM V11AA� ,ffi.. pw�„ , The truss height of the Capstone va"ries .a �r � � �� to allow�a low`'abutment backwall for K��`. r ,-- — �� '`�improved hydraulic effiuency. ��a IY � Y 'L*�b � nr f b b9 1 � ��✓?<�a,�.��.Yy4 ��. 3"42 qri`t u3s a � s �x l Hamilton County,TN Guanica,FIR x IV a 1-866-294-9767 WWW.STEADFASTBRIDGE.COM i Steadfast Bridges 4 / yy � , to M �f Iw y Pleasanton,CA San Diego,CA s�� The Connector Is Ithe most famlllar�" ik truss aesl n Our standard desl ns can t } <accommodate spans^up to w � 4@II`�f >x „ p truss featUreSd paralie� 'fit. Nashville TN naz , MP ,tcip and bottom chord '� ' �„� 33 � ”' "' , AIR- �,,�fi.Lonnector,�style P v Ie=u �� M r T 'T7y n w l ,S ]yl�i: k ] q �Z I II j,11y,11,k113,11 + '-.t-n, A 41 1 Ak s + t t NO KThls,lsren attractive companion to theta v �' ^as. r onnector.d sg n«The XBrace'pa ne s panes wooanage,gL "=add to the symmetry and beauty'of the LI renes 7 ba rS _ �Fs,�M,m ` Chattanooga,TN Baker,WV R�Ppb'. o "e.EE3'lyi �AAa � ei W a 4 `��' R'+ Sr w h 'r-'' fida�.•?�' i� k:' 2 _5� h J� v •�' CAUTION �e 1-866-294-9767 WWW.STEADFASTBRIDGE.COM 1 _ 4 The centerpiece ofour nextdevelo/7ment � �.L fr� �t *£t, g5" k,A a1-M +�+ k a o 6` gill *3 HIM • , i A 9i dux , rS f r'• � ,X. Y tea�'"'�'S, >�z'& , d '� � F s�' � a; 1 y ��„�Y� � �t✓` .c.'�.. �d^U� !x'�. ° ��i5 `��°f�El ,a: �',�S ki"Y 2. s ��h��,4 �� . ,'vs ,,.�. r sw� ', ^�! apy�' assy�x � �r�i • ••• • xas, y x %nF cd.:',,:.� 't"� ` 1 v`tf' '� d �s b x 4 �„,,�'` s✓� k`ixi� 's' ✓rn iR3q.ah`y��f, m �,a , + ,. r *, ( •.',` 4 ' '+sL t nk ;«.z �.a` ,� � : x' E ty k �� :. . M s,•, .k`.x� '�� ..,� �.Mry y . .ai G .= yF ', IrX.„j draw it and we build it. V61- PIIASC$C-IIRIMECONCEM i Steadfast Bridges 6 ,'. � � r - ,...iwrr�.e/�.gwtwi viii_ s. '�7J,.1�ll�l:r•>•! Rile Beam Super Structure with Concrete Abutments Deck Reinforcement The Beam Span is economical for small span crossings. k i a v t r♦ + ,. § " x4a�3 ZEE ,x+ • C x{'. z> : � ` a" y3Y v" I ��11��11 u - �" Law.w`�� 8T2"�` € 'y��y��'£i`��j�gi�� "xi • p�xP� Pea}or , 1�t�ir' 71 at•,z�^9�G� ��e ,.� r h'j' t (. � ..t.5na. 4 �rA1� Pr £.;2 '" � ��' Y '9v _ � St df�ast Beam Spans are�an econ�orni� �� +; �'� � ''4 =` ��cal alternative fortsmallspan bndgesAM �, andibndge replacements Beam Spans ; �J s? %ks2. ' ^aF .�" ' t�'r .,,a-. 'rS" i£-i s• _ a, scan utilize existing budge abutments t M ''e � ' _ _ s8•_q:$ "J�'+.Ll Y Sd�4' {L '+'Y �d� � �F6 �Kg."h •effi y N.. 7�l ` -n H � �ttk .; f� R p Typical Beam Spans can be supplied up ,,A- ,$ y *�to50ispanqThereisnowidthrestriction. y.k $ is.: w ax a pmt r. . h� t i 'x k3" d� r � fi `��'� ac ° f ` ,�} Y 2[ � y t t ,7" .xF s�.`J a^ t�" ,x a ,,�1•. . '. s r ..: » t s. � w yE'Yt t-u�°" vi d K 2 x £. 5 '°`S. + ' ''� w x,r„ a�a ..,�a1��si�.. ,�,� v� �3*tm. ,�3��e.�✓� �3 '�.t �Sj L: i / / ' / 'I I / • / • / ' '/ '/ / I of 1 I Beam Span Guard Rail Connections Beam Span with Steel Abutments r tiF 1-866-294-9767 WWW.STFADFASTBRIDGE.COM I _ z '" t y d �'L4 r �a +�`"3'° C,¢`F x,5„• '.3iny� {pr�Yyy,,kc, 4'-� -Ca ,� �" 3v��j S`��a 41� v"i^✓�F''� � ri�'`'�5 >4� � Q u��fe1�t§ �`X'r IV P a F *N,'�� .v s` Wyk��r i ',b�"�'" • ``z�� fr � m!'� ,� r ",y, •�""Ti�Y < YnyN'diphG tks '2 �.�,�,y 4£"k cg ��` 4 w,} i �y ,��: N. �efTgtClS � 1 � . �5 s, � s& adz? •.. .. - . • �..• `aT : � � 3 ` Decks . � � � �' • ys�� . . • x Y COdtConstwc lt)g��llll$fle� � � • •� ��±,, ," � L :; • �F�. � t . . • � � , +tee •. „ � � . �,� �'�,;;�� l,Vx V4: m � �"ky F� �{ '�` "' ��ba�� ; z • . '>y,� z�a� �'''� rx �.�.' +i,,�( ' �"��'r, .�5�yyyy`` w" -w�' � £ of �. """4 y�iv t� t Engineert g' . • • � �i ' z • Wiz e �x " ' �, y. � .. • � 61� � c • i • -,� "fir �n ;� syr.�..E��rs,�.� ! n +� � •. • " • • � � you e `�3"b.��'{ '*� •. v b' sx1i Vfb byµ ° i�st n P �y.ddr"" vf� F1C�VdYttdge5 .. • 1 '`, l � � r�" mfr . • • • #�+5Aui v.''1,>e E � -• • '��'��%�2 Sa�.� �i,r�,�??a q��' sf' " V °y+�s��.*.� '"'x� `'�" y` 4"� ��,t„�.•, ,&�''*` km • .� -. • =r �'4`,� '¢ � rw ^z s F �t ^`z.'s � v�'�,�. ` '% �" �$r �w� e'�z soya • „ xs a A2 >q� �,e2"",�r. "3 a 9""�u i.« t'ca,r s�" a'�`i'#�.. �€"r` �r`�'�)� `�`z 1 ..' 't"> x a �;. ,�-.r �✓g�..,:d Fa>t . 'a: y c/� ' y} 'y�!�i&�`�fr a -;"-:kxys � ,ti,� r S a` R • • hl*"N: P t )1�f IT, BEBO® SYSTEM I i 1 1 � 11x1�1�l � e 1 qlp aa , 'off A11 � �� *,,�•• nF'�bsir�j },�t' .i , 1 ' !Y .�_ �� / ; t i►�`� Via° .I� fi!/vsr i s � x• e of 1I � I J , �' r , . n• r , •F - �, rll • lw r Durable and Aesthetic"Structures For the World i j w \I/i®lorC^u : `=n BEBOTech TM CONSTRUCTION PRODUCTS INC. A CONTECH company Aft, — — — i • Decades of experience and countless applications ensures j LU BEBO-'s unrivaled performance cc BEBO History For over two thousand years, the unique load carrying capability of the arch shape has been recognized. 1 Arches were ideally suited for early builders whose principal materials, stone and masonry, had little bending moment strength.With the unique arch shape they were able to construct bridges, aquaducts, and cathedrals of astonishing size and beauty. Table Of Contents BEBO arch development started with the first full scale 4 Applications load test in Switzerland in 1965. 5 Spandrel and Wing Wall Packages The BEBO arch capitalizes on soil-structure-interaction 6 Structure Selection between the reinforced concrete arch foundations and 8 Benefits of the BEBO System the surrounding fill to support the live and dead loads 10 Complete Design Service Available on the structure. Hundreds of BEBO structures, mostly precast bridges, I have been built in Europe, the United States, Canada, Southeast Asia and Australia. The first BEBO arch structures were installed in 1966 and are still in excellent shape today. Experience shows that reinforced concrete arch bridges are extremely durable and require virtually no maintenance: they have no exposed bridge deck, no transition joints or slabs and no moving bearings. Over the years, a wealth of BEBO experience has been accumulated. Various patents underline the uniqueness j of the BEBO system,including the latest development,the i new T-Series arches. j BEBO s are the largest precast concrete arches in the world Some ohmognopby mutlesy of Old mrIle Pm,es4 Inc,a CONrfCN pm,es,pe,mm, _ 7. �a The BEBO 8-inch wall prototype arch demonstrated BEBO's ability to resist extreme loadings. a�' �•�:nom, �rr'ar' � 4tr 1 Testing of a BEBO structure-Large Span Culvert Field Test r < program,University of Massachusetts, 1997. �►� � n _ IAN TV Stony Brook-A typical,safe and durable small to medium span r s 1 BEBO bridge application. j I I n tk. II ,I �pI i3d` .a \n The world's largest precast overfilled concrete arch. .i -n y 0 BEBO System under construction in Putrajaya, Malaysia. SMIVK A short,precast BEBO railroad funnel designed to support high overfills and 500 ton mining truck. I 0 Versatility makes the BEBO System effective for a variety of applications W i' Applications Bridges Tunnels BEBO arch structures are an aesthetically pleasing, Cut-and-cover or cover-and-cut with up to 100 cost effective solution that provides extreme feet of overfill. durability and requires virtually no maintenance. Spans of 12 feet to 102 feet and more are available • railways, light rail or metro for a variety of applications. . highways and transit roads • highways . utilities,conveyor belts for material handling , • roads . stream enclosures I • railroads . underpasses for industrial areas,airports,etc. • wetlands Custom tunnel sections are designed quickly to • steam crossings owner's requirements or specific site conditions. • bicycle paths Underground Structures • golf underpasses Overfilled structures for garages,wine and • culvert applications cheese cellars,vaults,food storage,water retention, protective structures and even • multiple spans museums. • minimize land usage • maintain constant internal temperatures • protect against natural catastrophes, crime,avalanches,terrorism and weapons • utility protection 6►tT(*0. d ; R i 4 ,w•••"' — Trc.eza rv..Bear v " ne ess y. U U x cz. • I Ez.r nzr eeer tmr I- r Structure Selection f E-Series . 80 elliptical shapes-spans of 12 to 84 feet . single and twin leaf precast elements . standard overfill heights of 1.5 to 15 feet . designed for HS-25 or HL-93 live loads . in full compliance with both the AASTHO LRFD Single Leaf Twin Leaf and allowable stress bridge codes The BEBO's elliptical shaped arch is the most efficient shape on the market for distributing the live and dead loads on structure C-Series . 31 circular shapes-spans of 30 to 54 feet . twin leaf precast elements . standard overfill heights of 1.5 to 15 feet Y . designs for up to 100 feet of overfill are possible . . large clearance profiles { f . designed for HS-25 or HL-93 live loads . in full compliance with both the AASTHO LRFD and allowable stress bridge design codes The C-Series is excellent for extremely high overfill and large vertical clearance applications 5 Z O ELevation A-A 1 : 100 V LU J W N W YY�w �� rY .Y riY .Y Yiri rN M �N \\t ; �rYwYO�MYr3 Y0Y► .... T,=M A ri OVYYwY�-_Y C fVl =rrr.YYYYYr.Yi�� rYw=Y�A OOH ®��lP ro9�PeYYY YYi �ariYrYiriwrYoy '°� ��iYriwYwnii•�r�ri� 7•o•w_ Y•�Y _w� �I\riY�r��.rY.r F 7i�YY V Yiv- MY�YYYYY�I spans available from 2A feet to 102 ft., in 2 foot span increments standard rises are approximately 1/10 of Y the arch span additional rise heights can be provided by Y�ii`efiYr �� `a�o iriwY� �wirw !•. ac �� T-Series using independent abutment walls large clearance profiles ideal for low overfill applications;overfill -[[ heights from 6 inches to 6 feet designed for HS-25 or HL-93 live foods in full compliancewith both the AASTHO LRFD and allowable stress bridge design codes The ... f,R /{ x, • System includes a Keystone Retaining Wall Systems® are ;, � •_ '''�,,= f st►vchirallysoundaesHxficallyappealing, easyto install,and an economical solution Yf for all BEBO Systems Spandrel and Wing Wall Packages A full range of precast spandrel and wing wall packages on t all BEBO Systems is availble using mechanically stabilized earth (MSE) technology. Keystone modular blocks, full height precast spandrels and wing walls,form liners can be used to achieve an unlimited range of aesthetic finishes. to All spandrels' wall options rest on a special "arch end element"which is provided with a"curb"that horizontally supports the spandrel wall segments. Three Piece Spandrel Wall Full Height Precast Panel W7 Wn Il Ii Two Piece Spandrel Wall I T " 7 _ _ f Benefits of The BEBO System No Maintenance - The BEBO System is a soil t structure interaction system,where a certain structural _ aC Bw component is achieved by the passive resistance of the soil envelope around the structure. This virtually eliminates any deck maintenance that is very costly on a conventional bridge. The open bottom reduces invert scour.There are no beams to paint and a natural soil deck also reduces potentially hazardous icing on roadway surfaces. Environmentally friendly - The natural shape of a BEBO Arch produces a large open bottom than t spans wetlands and small streams with little or no impact to the river bed or surrounding environment. BEBO systems require no large abutments. Small footings are used in all designs, reducing the potential for soil t ; w support systems that can have a large impact on the surrounding environment.Design includes spandrel and wing walls systems that reduce further encroachment of wetland areas. Hydraulically Efficient - Arch elements' shapes produce a very hydraulically efficient structure. Open area as large as 2500 square feet can be achieved. BEBOTech can provide a full hydraulic analysis on all BEBO structures. 8 Low Material and Installation Cost- • BEBO Systems are cost-effective: . one BEBO form can produce several sizes lowering material costs . BEBO design utilizes less material than conventional bridge structures . concrete components can be installed quickly shaving weeks off construction schedules and road closed time ' . very little site work is required to prepare for ^ BEBO system. Keystone head wall and wingJ l wall speed construction and produce an aesthetically pleasing structure . requires no special processes such as pre- stressing or post-tensioning . requires no special materials . requires no special construction skills and uses a small on-site work force . height of cover requirements as low as 6 inches . meets all load limitations and clearance standards for all elements during transportation x'�°3 24 s a�Ly z a 'f4z.;ai ^i f =L j� VI i. Complete Design Services Available } Choose BEBOTech and count on experienced sales and h engineering staff to provide comprehensive services start to finish. The BEBO staff will assist you in determining the right solution for your application and provide the following for a fully designed concrete arch system: • assistance with BEBO arch size selection based on your project requirements • professionally sealed structural calculations and design drawings on all arch elements, i spandrels, and wing walls systems • optional mechanically stabilized earth (MSE) geogrid designs for spandrels and wing walls • professionally sealed footing designs or � optional foundation loads • hydraulic analysis for all BEBO arch sizes II • full AutoCAD details on all components �I • cost-estimates • installation assistance 9 ij (i u i f; i 'r I� v u 10 BEBOTech" �. F CONTECN•Company SINGLE LEAF STRUCTURES TWIN LEAF STRUCTURES BEBO Span(f 4n) Minimum Rise Arch Arch Minimum BEBO Span(kin) Minimum Rise Arch Arch Minimum Series/Type (ft-in) Thickness(in) Length(ft) Waterway Series/Type (ft-in) Thickness(in) Length(ft) Waterway Area(sq.ft) Area(sq.ft) T22 22'-0" 2'-7 1/4' 10 6 39.1 T64 64'-0" 8'-0" 13 6 345.6 T24 24'-0" 3'-2 1/4- 10 6 53.4 T66 66'-0" 8'-7" 13 6 380.9 T26 26'-0" 3'-21/2" 9 8 56.1 T68 68'-0" 9'-1" 13 6 418.9 T28 28'-0" 3'-9" 9 8 71.0 T70 70'-0" 9'-8" 13 6 459.5 T30 30'-0" 4'-4 114- 9 8 88.6 T72 72'-0" 8'-10" 14 6 427.6 T32 32'-0" 5'-0 1/4" 9 8 109.2 T74 74'-0" 91-41 14 6 466.3 T34 34'-0" 4'-01/2" 10 8 92.0 T76 76'-0" 9'-11" 14 6 507.4 • T36 36'-0" 4'-61/2" 10 8 110.2 T78 78'-ON 10'-5" 14 6 551.1 e T38 38'-0" 5'- 1" 10 8 130.8 T80 80'-0" 11'-01/2" 14 4 597.5 T40 40'-0" 5'-81/4" 10 8 154.1 T82 82'-0" 10'-11/2" 16 4 560.7 T42 42'-0" 6'-4" 10 8 180.4 T84 84'-0" 10'-8" 16 4 605.1 T44 44'-0" 5'-4" 12 6 158.4 T86 86'-0" 11'-21/2" 16 4 652.0 T46 46' 0" 5'-10 1/2' 12 6 182.3 T88 88' 0" 1 1'-9 1/2" 16 4 701.5 T48 48'-0" 6'-5 114- 12 6 208.7 T90 90'-0" 12'-4 1/2" 16 4 753.7 T50 50'-0" 7'-0" 12 6 237.8 T92 92'-0" 1 V5 1/2- 18 4 712.0 T52 52' 0" 7'-8" 12 6 269.7 T94 94' 0" 12' 0" 18 4 762.1 T54 54' 0" 6'-8" 12 4 242.9 T96 96' 0" 12'-6 3/4" 18 4 814.7 T56 56'-0" 7'-3" 12 4 272.5 T98 98'-0" 13'-1 1/2- 18 4 870.0 T58 58'-0" 7'-9" 12 4 304.6 T100 100'-0" 13'-81/2" 18 4 927.9 T60 60'-0" 8'-4" 12 4 339.5 T102 102'-0" 14'-4" 18 4 988.7 _ T62 62' 0" 9'-0" 12 4 377.2 4 C BEBOTech'" a corrrecr cwpam TWIN LEAF STRUCTURES BEBO Span(hin) Rise(kin) Arch Arch Waterway BEBO Span(hin) Rise Arch Arch Waterway Series/Type Thickness(in) Length(k) Area(sq.k) Series/Type (k-in) Thickness(in) Length(Ft) Area(sq.H) r C30T/O 29'-4" 11'-4" 10 6 260.1 C36T/6 36'-0" 20'-4" 11 6 612.6 s C30T/1 29'-9" 12'-4" 10 6 289.7 C36T/7 36'-0" 21'-4" 11 6 648.6 C30T/2 29'-11" 13'-4" 10 6 319.5 C36T/8 36'-0" 22'-4" 11 6 684.6 C30T/3 30'-0" 14'-4" 10 6 349.5 C36T/9 36'-0" 23'-4" 11 6 720.6 C30T/4 30'-0" 15'-4" 10 6 379.5 C42T/O 41'-7" 17'-4" 12 6 562.4 C30T/5 30'-0" 16'-4" 10 6 409.5 C42T/1 41'-10" 18'-4" 12 6 604.1 C30T/6 30'-0" 17'-4" 10 6 439.5 C42T/2 41'-11 312" 19'-4" 12 6 646 C30T/7 30'-0" 18'-4" 10 6 469.5 C42T/3 42'--0" 20'-4" 12 6 688 C36T/O 35'-6" 14'-4" 11 6 397.1- C42T/4 42'-0" 21'-4" 12 6 730 C36T/l 35'-91/2" 15'-4" 11 6 432.7 C42T/5 42'-0" 22'-4" 12 6 772 C36T/2 35'-111/2" 16'-4" 11 6 468.6 C42T/6 42'-0" 23'-4" 12 6 814 C36T/3 36'-0" 17'-4" 11 1 C42T/7 42'-0" 24'-4" 12 6 856 C36T/4 36'-0" 181-4" 11 6 540.6 C42T/8 42'-0" 25'-4" 12 6 898 + , C36T/5 36'-0" 19'-4" 11 6 576.6 C42T/9 42'-0" 26'-4" 12 6 940 u Mr ;y e f E BEBOTech'"ACONTECM mGenr SINGLE LEAF STRUCTURES TWIN LEAF STRUCTURES BEBO Span(ft-in) Rise(ft-in) Arch Arch Waterway BEBO Span(ft-in) Rise(ft-in) Arch Arch Waterway Series/Type Thickness(in) Length(h) Area(sq.ft) Series/Type Thickness(in) Length(ft) Area(sq.ft) E12/0 11'-2" 3'-6" 8 8 28.3 E54T/0 53'-7" 14'-0" 12 6 587.6 E12/1 11'-91/2" 4'-6" 8 8 39.9 E54T/1 53'- I1" 15'-0" 12 6 641.4 E12/2 12'-0" 5'-6" 8 8 51.8 E54T/2 54'-0" 16'-0" 12 6 695-3 E 12/3 12'-0" 6'-6" 8 8 63.8 E54T/3 54'-0" 17'-0" 12 6 749.3 E16/0 14"-4 1/2" 3'- 10" 8 8 39.5 E54T/4 54'-0" 18'-0" 12 6 803.3 E16/1 15'-31/2" 4'-10" 8 8 54.4 E54T/5 54'-0" 19'-0" 12 6 857.3 s E16/2 15'- 10" 5'- 10" 8 8 85.9 E54T/6 54'-0" 20'-0" 12 6 911.3 E16/3 16'-0" b'- 10" 8 8 70.0 E60T/0 59'-11" 17'-0" 14 6 807.1 E16/4 16'-0" 7'- 10" 8 8 101.9 E60T/l 60'-0" 18'-0" 14 6 867.1 E20/0 18'-7" 5'-2" 8 8 69.7 E60T/2 60'-0" 191-01 14 6 927.1 E20/1 19'-41/2" 6'-2" 8 8 88.7 E60T/3 60'-0" 20'-0" 14 6 987.1 E20/2 19'-10" 7'-2" 8 8 - 108.4 E60T/4 60'-0" 21'-0" 14 6 1,047.1 E20/3 20'-0" 8'-2" 8 8 128-3 E60T/5 60'-0" 22'-0" 14 6 1,107.1 E20/4 20'-0" 9'-2" 8 8 148-3 E66T/0 65'- 11" 19'-0" 14 6 991.8 E24/0 22'-9" 6'-6" 8 8 108-3 E66V1 66'-0" 20'-0" 14 6 1,057.8 E24/1 23'-51/2" 7'-6" 8 8 131.5 E66T/2 66'-0" 21'-0" 14 6 1,123.8 E24/2 23'-101/2" 8'-6" 8 8 155.2 E66T/3 66'-0" 22'-0" 14 6 1,189.8 E24/3 24'-0" 9'-6" 8 8 179.1 E66T/4 66'-0" 23'-0" 14 6 1,255-8 E24/4 24'-0" 10'-6" 8 8 203.1 E66T/5 66'-0" 24'-0" 14 6 1,321.8 E24/5 24' 0" 11'-6" 8 8 227.1 E72T/0 71'-85/8" 19'- 10" 16 4 1,120.5 E30/0 28'-111/2" 8'-6" 10 6 181.9 E72T/1 71'-11" 20'- 10" 16 4 1,192.3 E30/1 29'-61/2" 9'-6" 10 6 211.2 E72T/2 72'-0" 21'- 10" 16 4 1,264.3 E30/2 29' 101/2" 10'-6" 10 6 2409 E72T/3 72'-0" 22'- 10" 16 4 1,336.3 E30/3 30'-0" 11'-6" 10 6 270.9 E72T/4 72'-0" 23'- 10" 16 4 1,408.3 E30/4 30'-0" 12'-6" 10 6 300.9 E72T/5 72'-0" 24'- 10" 16 4 1,480.3 E30/5 30'-0" 13'-6" 10 6 330.9 E72T/6 72'-0" 25'- 10" 16 4 1,552.3 E36/0 34'-81/2" 9'-2" 10 6 234.8 778T/0 7T-9" 21'- 10" 16 4 1,337.0 E36/1 35'-41/2" 10'-2" 10 6 269.8 E78T/l 7T- 11" 22"- 10" 16 4 1,414.8 E36/2 35'-91/2" 11'-2" 10 6 305.4 E78T/2 78'-0" 23'-10" 16 4 1,4928 E36/3 36'-0" 12'-2" 10 6 341 3 E78T/3 78'-0" 24'- 10" 16 4 1,570.8 E36/4 36'-0" 13'-2" 10 6 3773 E78T/4 78'-0" 25'-10" 16 4 1648.8 E42/0 40'-81/2" 10'-2" 10 6 3067 E78T/5 78'-0" 26'- 10" 16 4 1,726.8 E42/1 41'-41/2" Il'-2" 10 6 347.7 E78T/6 78'-0" 2T- 10" 16 4 1,804.8 E42/2 41'-91/2" 12'-2" 10 6 389.3 E84T/0 83'-51/2" 22'-10" 18 4 1,488.5 E42/3 42'-0" 13'-2" 10 6 431.2 E84T/l 83'-9" 23'- 10" 18 4 1,572.1 E48/0 47-4" 12'-1" 11 6 431.0 E84T/2 83'- 11" 24'-10" 18 4 1,655.9 E48/1 47'-9" 13'-1" 11 6 478.6 E84T/3 84'-0" 25'-10" 18 4 1,739.9 E84T/4 84'-0" 26'-10" 18 4 1,8239 E84T/5 84'-0" 2T-10" 18 4 1,9079 E84T/6 84'-0" 28'- 10" 18 4 11991 9 E84T/7 84'-0" 29'- 10" 18 4 2,0759 �1 �1 1 f i The comprehensive BEBO products and support services package is difficult to beat r; Y.,e. i� f,. ajt a� Some Photography courtesy of Oldmgle Precast Inc. 1 t I E 1 Region Office Locations: www.contech-cpi.com j I Atlantic Region Plastic Region and Michigan !' 8950 Route 108, suite 225 P.O. box 800 Columbia, MD 21045 Middletown, OH 45044 ; tel: 410-740-8490 tel: 513-425-5430 Fax: 410-740-8492 fax: 513-425-2933 Central Region South Central Region 10895 Lowell, Suite 350 4425 West Airport Freeway, Suite 340 Overland Park, KS 66210 Irving TX 75062 tel: 913-906-9200 tel: 972-659-0828 Fax: 913-906-9400 fax: 972-257-3786 Florida Region Southeastern Region ' 8250 Sixty-Second Street N. 6075 Atlantic Blvd., Suite 1-A Pinellso Park, FL 33781 Norcross, GA 30071 tel: 727-544-8811 tel: 770-409-0814 fax: 727-541-2371 fax: 770-409-0133 r I Great Lakes Region Western Region 7164 Graham Road, Suite 120 1845 South Business Center Drive, Suite 118 Indianapolis, IN 46250 San Bernardino, CA 92408 tel: 317-842-7766 Tel: 209-467-7473 j fax: 317-845-0753 fax: 209-467-0696 Northwest Region 4891 Independence Street, Suite 195 I. Wheat Ridge, CO 80033 tel: 303-431-8999 fax: 303-431-0821 1 1 1{ ii I ii li 1: II NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS AN EXPRESSED q WARRANTY OR AN IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE.SEE CONTECH'S STANDARD QUOTATION OR ACKNOWLEDGEMENT FOR APPLICABLE WARRANTIES AND OTHER TERMS AND CONDITIONS OF SALE. 11"S `=r� CONSTRUCTION PRODUCTS INC. i� v2004 CONTECH CONSTRUCTION PRODUCTS INC. &' BRO-BEB05/04 IOM MC All rights reserved. Printed in USA l COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION NORTHEAST REGIONAL OFFICE 205B Lowell Street, Wilmington, MA 01887 • (978) 694-3200 MITT ROMNEY ROBERT W. GOLLEDGE,Jr. Governor Secretary I{ERRY HEALEY ARLEEN O'DONNELL Lieutenant Governor p�ECEIM Commissioner ® October 2, 2006 OCT 1 0 2006 Robert Golledge, Secretary DEPT.OF PLANNING & Executive Office of RE: Salem COMMUNITY OF LANNI G & Environmental Affairs Osborne Hills ENT 100 Cambridge Street ' Marlborough Road Boston MA, 02114 EOEA# 13865 Attn: MEPA Unit Dear Secretary Golledge: The Massachusetts Department of Environmental Protection Northeast Regional Office (MassDEP-NERD) has reviewed the Environmental Notification Form (ENF) submitted by Osborne Hills Realty Trust to construct 131 single-family homes, 260 parking spaces, and infrastructure on a 162-acre site in Salem (EOEA#13865). The project is categorically included for the preparation of an environmental impact report, and the Department provides the following comments. The proponent has requested a Phase I waiver in order to construction 19 single-family homes. Wastewater According to the ENF, the proposed residential subdivision would generate 57,200 gallons per day of wastewater, which will be discharged through new sewers into the city of Salem's collection system, and conveyed to South Essex Sewerage District for treatment. This entire project will require a sewer extension/connection permit from MassDEP, including the Phase I development,which is proposing to discharge sewage to the city system by gravity flow. The Department is aware that Massachusetts Historical Commission (MHC) is requesting an intensive (locational) archaeological survey for the project, based on the archaeological sensitivity of the area. Therefore, a letter is needed from MHC indicating either that there are no issues or that archaeological issues have been satisfied, in advance of sewer permitting for each phase of the project. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service 1-978-694-3492. littp://w .mass.gov/dep.Fax(978)694-3499 L"J Printed on Recycled Paper Osborne Hills EOEA# 13865 f' The EIR should document the capacity in the sewer line and the wastewater treatment facility, and demonstrate 'that there is sufficient capacity for the wastewater generated by the residential development. Wetlands An Order of Conditions for alteration of wetlands was issued on July 13, 2006, (DEP File #064-0418). 401 Water Quality Certificate As discussed at the MEPA consultation session on September 11, 2006, a 401 Water Quality Certificate (401 WQC) is needed for any residential subdivision project within wetlands jurisdiction, unless deed restrictions are recorded for each lot to ensure that there will be no further alteration of wetlands on the project site. The 401 WQC regulations in 314 CMR 9.04 (3) . state, "Any discharge of dredged or fill material associated with the creation of a real estate subdivision, unless there is a recorded deed restriction providing notice to subsequent purchasers limiting the amount of fill for the single and complete project to less than 5,000 square feet cumulatively of bordering and isolated vegetated wetlands and land under water, and the discharge is not to an Outstanding Resource Water." Although the ENF indicates that the lots would be deed restricted, it does not appear that the Order of Conditions for the wetlands alterations included this requirement. Therefore, the Department requests that the EIR provide the proposed deed restriction language to provide assurance that the bordering vegetated wetland (bvw) and isolated vegetated wetlands (ivw) alteration will not exceed 2,100 square feet of bvw and 1,470 square feet of ivw, and demonstrate that these restrictions would be recorded for all lots within applicable wetlands jurisdictional areas. In addition, at least one roadway crossing of a wetland will be within an area that is shown on MassGIS to be an Outstanding Resource Water (ORW) to a public water supply, Spring Pond in Peabody. As the proponent's consultants are aware, the 401 Water Quality Certificate (WQC) regulations, 314 CMR 9.06 (3), prohibit any discharge of dredged or fill material within an ORW. To meet this standard, it was reported at the consultation meeting that the ORW wetland would be spanned to avoid wetland alteration. The Department requests full size plans at a readable scale to show that roadways and utilities avoid impacts to the ORW resource areas, in conformance with the 401 WQC regulations. Stormwater The Department requests that the EIR provide information on stormwater management, such as the materials and plans reviewed by the Salem conservation commission, and show that the stormwater management system meets the Stormwater Management Policy Standards. Stormwater controls for runoff discharging to the Outstanding Resource Waters must comply with Stormwater Management Policy Standard 6 for critical areas, which requires that 1) one inch of runoff from impervious areas be treated, 2) restricts the best management practices that may be used, and 3) requires that stormwater best management practices provide for emergency shut-down or containment. 2 ,R .4 Osborne Hills EOEA# 13865 MassDEP also reminds the proponent that pollution prevention and source control measures are required for compliance with the total suspended solids Standard 4 in the Stormwater Management Policy. The source control and pollution prevention plan for this project should specify that snow shall not be plowed toward the wetlands, particularly the wetlands associated with the ORW, and that snow shall be managed in accordance with the MassDEP Snow Disposal Guidelines. These guidelines are available at the following MassDEP website: http://inass.Qov/dep/water/laws/policies.htm#storm. The snow disposal plan should show the location on or off-site where snow will be plowed or disposed. The plan also should commit to using the minimum amount of deicing and abrasive agents, and include catch basin stenciling to discourage illicit discharges to storm drains on site. In addition a schedule for parking lot sweeping should be timed to occur a minimum of twice per year in about October and March for removal of leaves and sand. Low Impact Development MassDEP recommends that consideration be given to integrated management practices (IMP) for quantitative and contaminant control of stormwater. IMP or low impact development (LID) measures can be accomplished through site planning and non-structural source reduction. These methods are cost-effective and they may minimize the size of and maintenance requirements for structural best management controls. Alternative, micro-management techniques, such as rain gardens, disconnecting driveway runoff from the road drainage system, and individually infiltrating rooftop drainage would help to maintain pre-development drainage conditions, and these measures can reduce costs that are associated with the design, construction, and maintenance of large conventional best management practices. LID also can provide a redundancy in stormwater control functions, and by allowing smaller conventional stormwater systems there may be fewer safety concerns. These above ground techniques are preferable to subsurface basins, which require inspection and maintenance long-term by either the homeowner's association or the city of Salem. Even though the proposed cluster residential development will maintain a significant amount of open space, nearly 13 percent of the site will become impervious at full development. Research shows that as little as 10 percent impervious cover in a watershed is linked to stream degradation. When imperviousness reaches 25 to 30 percent, stream quality becomes consistently poor with diminished aquatic diversity, habitat, and water quality deteriorate. Impervious surfaces also are the source of more runoff and pollutants than any other land use. By reducing the imperviousness on site, the proponent would have an opportunity to scale back the size of the conventional stormwater control system. Generally, a 25 percent reduction in imperviousness can be achieved with an alternate site layout, and reducing roadway widths from 36 to 24 feet can reduce imperviousness by a third. 3 Osborne Hills EOEA# 13865 The MassDEP Northeast Regional Office appreciates the opportunity to comment on this proposed project. Please contact Jack Zajac at (978) 694-3240 for farther information on the wastewater issues. If you have any general questions regarding these comments, please contact Nancy Baker, MEPA Review Coordinator at(978) 694-3338. Sincerely, D K Jo. Iola Deputy Regional Director cc: Brona Simon Jonathan K. Patton, Massachusetts Historical Commission Kevin Brander, Jack Zajac, Richard Tomczyk, Jill Provencal, MassDEP-NERD Salem Conservation Commission, Water and Sewer Department 4 r COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION NORTHEAST REGIONAL OFFICE 205B Lowell Street, Wilmington, MA 01887 . (978) 694-3200 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY ARLEEN O'DONNELL Lieutenant Governor - Commissioner January 22, 2007 1, Ian Bowles, Secretary IV E -+ Executive Office of RE: Salem RECE Environmental Affairs Osborne Hills ,JAN 2 6 2007 100 Cambridge Street Marlborough Road r\� Boston MA, 02114 EOEA # 13865 nNT.Or--PLANNING E: P1 DEVELOPMEF:, , Attn: MEPA Unit Dear Secretary Bowles: The Massachusetts Department of Enviromnental Protection Northeast Regional Office (MassDEP-NERD) has reviewed the Draft Environmental Impact Report (DEIR) submitted by Osborne Hills Realty Trust, which evaluates the potential impacts of constructing 131 single-family homes, 260 parking spaces, internal roadways, and infrastructure on a 162-acre site in Salem (EDEA#13865). The DEIR has been responsive to issues in the MassDEP comments on the Environmental Notification Form. Wastewater The project is estimated to generate 57,640 gallons per day of wastewater. The project will require a Sewer Connection/Extension permit from MassDEP, BRPWP 74. The project's wastewater flow exceeds the revised permit exemption threshold in 314 CMR 7.05, which became effective January 12, 2007. The capacity in the sewer line serving the project appears to have sufficient capacity for the wastewater generated by the development. The DEIR indicates that the project would use about 9.4 percent of the distribution system capacity; total system flow.is expected to use about 53.8 percent of the capacity. The Department appreciates that the proponent will be providing $60,000 to the city of Salem, Sewer Department for initiation of an infiltration and inflow program, and that an intensive This information is available in alternate format.Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD Service-1.800-298-2207. http://w .inass.gov/dep•Fax(978)694-3499 - CQ Printed on Recycled Paper Osborne Hills EOEA# 13865 (locational) archaeological survey for the project has been completed. According to the DEIR, significant archaeological resources were not found. Wetlands An Order of Conditions for alteration of wetlands was issued on July 13, 2006, (DEP File 4064-0418). The DEIR indicates that 2,110 square feet of bordering vegetated wetlands (BVW) will be altered and 1,470 of isolated vegetated wetlands (NW), which are not jurisdictional under the Wetlands Protection Act and regulations. 401 Water Quality Certificate (WQC) The DEIR has provided a copy of the restricted covenant (Appendix C)that will be added to the deeds on properties with wetland resources. The covenant proposes to apportion wetland impacts among the dots. The Department requests that the covenant be modified to state that no additional filling of bordering or isolated vegetated wetlands shall take place in the subdivision. This change would provide greater assurance that wetlands impacts remain below 5,000 square feet. As written, the covenant leaves open the potential for more than 5,000 square feet of total wetland resource impact. The BVW wetlands alteration, (Item 10 in the Covenant), is 100 less than the alteration identified in the DEIR. The covenant also does not explain how the remaining allotment would be allocated and monitored to ensure that the impact limit is not exceeded. Who would be responsible for overseeing the remaining allocation in this restrictive covenant? The roadway crossing of the wetland within an Outstanding Resource Water (ORW), (Spring Pond in Peabody, a public water supply), will be spanned to avoid wetland alteration. The DEIR provided plans to show that roadways and utilities avoid impacts to the ORW resource areas, in conformance with the 401 WQC regulations. Stormwater The Department acknowledges that the DEIR proposes to comply with the Stormwater Management Policy (SMP) and Standard 6 for Critical Areas throughout the site, by capturing and treating one inch of runoff (multiplied by the impervious area). The stormwater appendix was not received in time for MassDEP to confirm that the stormwater management system would be designed in compliance with the SMP, however. The stormwater appendix had to be requested separately from the DEIR. Low Impact Development All roadways are very wide; five internal roadways will be 50 feet in width and the other roadway will be 60 feet wide. By reducing roadway widths, site imperviousness can be reduced significantly, and stormwater drainage systems can be reduced in size. The DEIR acknowledges .that reduction of impervious surfaces is a key component of low impact development (LID), but does not consider whether imperviousness could be reduced on site. 2 Fh Osborne Hills EOEA# 13865 The MassDEP Northeast Regional Office appreciates the opportunity to comment on this proposed project. Please contact Jack Zajac at (978) 694-3240 for further information on the wastewater issues. If you have any general questions regarding these comments, please contact Nancy Baker,MEPA Review Coordinator at(978) 694-3338. Since 7MnD. Viola Deputy Regional Director cc: Brona Simon,Jonathan K. Patton,Massachusetts Historical Commission Kevin Brander, Jack Zajac,Richard Tomczyk, Jill Provencal, MassDEP-NERD Salem Conservation Commission, Water and Sewer Department 3 .psi ATE S December 14, 2006 Secretary Robert Golledge Executive Office of Environmental Affairs 100 Cambridge Street, Suite 900 Boston, MA 02114-2524 Attn: Briony Angus, MEPA Unit Subject: Draft Environmental Impact Report Osborne Hills, Salem, MA. EOEA 13965 PRINCIPALS Theodore A Barten,PE Dear Secretary Golledge: Margaret B Briggs On behalf of Osborne Hills Realty Trust, enclosed please find the Draft Environmental Michael E Guski,CCM Impact Report (DEIR) for Osborne Hills in Salem, MA. Samuel G Mygatt, LLB Please notice the DEIR in the Environmental Monitor published December 23, 2006. The Public Comment period will extend through January 22, 2007, and the Secretary's Dale T Raaynskl,PE Certificate will issue January 29, 2007. Cindy Schlessinger By copy of this letter, I am advising recipients of the DEIR that written comments may Lester B smith,Jr be filed during the comment period, addressed as follows: Victoria H Fletcher,RLA Secretary Robert Golledge Robert D O'Neal,CCM Executive Office of Environmental Affairs 100 Cambridge Street, Suite 900 _ Boston, MA 02114-2524 3 Clock Tower Place,Suite 250 Attn: MEPA Unit, Ms. Briony Angus, EOEA #13965 Maynard,MA 01759 www.epsilonassociates.com Copies of the DEIR may be obtained from Ms. Corinne Snowdon at (978) 897-7100, 9788977100 e-mail csnowdon@epsilonassociates.com. vnx 978 8970099 Thank you for your attention to this matter. Sincerely, EPSILON ASSOCIATES, INC. V Samuel G. M Principal Attachments Cc: Recipients of the DEIR Mr. Paul DiBiase, Osborne Hills Realty Trust EPSILON1 ENGINEERS ® EN VIRO NMENTAL CO NSNLTANTS Page 1 of 2 Carey Duques From: Angus, Briony (ENV) [Briony.Angus@state.ma.us] Sent: Tuesday, September 19, 2006 2:24 PM To: Anderson, Paul (DEP); Backman, Andy (DCR); Baker, Nancy (DEP); Beede, Susan (DCR); Cunningham, Stephanie (FWE); Drury, Michele (DCR); Felix, John (DEP); Frawley, Joseph (MHD); French, Tom (FWE); Henson, Truman (ENV); Kehoe, Barbara (ENV); Larson, Richard (DEP); Lionel Lucien; Lisa Engler; Luce, David (MHD); Malkoski, Vincent (FWE); Mastone, Victor(ENV); Nein, Daniel; Paul Kelly; Raphael, Connie (MHD); Reiner, Ed; Salomaa, William (DCR); Simon, Brona @ SEC; Sorenson, Elizabeth (DCR); Stone, Sharon (DEP); Veinotte, Amanda; Yeo, Jonathan Cc: karen.k.adams@nae02.usace.army.mil; smygatt@epsilonassociates.com; csnowdon@epsilon associates.com; Bell, Ed (SEC); Brendan.Callahan@ peabody-ma.gov; Jean.Delios@peabody-ma.gov; Blair Haney;Joanne Scott; Jason Silva; jwalsh@Salem.com; Lynn Duncan; mpillsbury@mapc.org; bdmcgrail@earthlink.net; smygatt@epsilonassociates.com; info@walkboston.org; Patton, Jonathan (SEC);jmalloy@epsilonassociates.com; bjones@allenmajor.com; brian @ mcgraillecw.not; Dan Merhalski; Carey Duques; Kehoe, Barbara (ENV) Subject: Extension of MEPA Review Period - EOEA#13865: Osborne Hills, Salem Please note that the proponent for the Osborne Hills project (EDEA#13865) in Salem has requested a two-week extension of the MEPA review period for the Environmental Notification Form (ENF) for this project. Originally, comments on the ENF were due on September 12th, 2006 and a Certificate on the ENF was due to be issued on September 22nd. Comments on the ENF are now due Monday, October 2nd. MEPA will issue a Certificate on the ENF on Tuesday, October 10th. The proponent will be distributing a request for a Phase I Waiver for the project in accordance with Section 11.11 of the MEPA regulations. If you do not receive the waiver request and would like a copy, please contact Sam Mygatt at Epsilon Associates at 978-897-7100. Please let me know if you have any questions. Thank you. Briony Angus Environmental Analyst, MEPA Office Executive Office of Environmental Affairs 100 Cambridge Street, Suite 900 Boston, MA 02114 (617) 626-1029 An Environmental Notification Form (ENF) has been submitted to the Massachusetts Environmental Policy Act (MEPA) office for this project. The proposed project involves the construction of a residential cluster subdivision consisting of 131 homes on a 162-acre site in Salem, MA. The project site is in northwestern Salem adjacent to the Peabody/Salem municipal line. Approximately 93 acres of the project site will become permanently protected open space. The first five pages of the ENF can be seen here: http://www.mass.gov/envir/mel)a/l)dffiles/enfs/082306em/1 3865.pdf The project is anticipated to have the following impacts: . The alteration of 69 acres of land; . The creation of 21 acres of new impervious surface; . The alteration of 2,110 square feet of Bordering Vegetated Wetlands; 9/19/2006 4 - Page 2 of 2 • The alteration of 1,470 square feet of Isolated Vegetated Wetlands; • Withdrawal of 63,000 gallons per day (gpd) of water; • Generation of 57,200 gpd of wastewater; • The construction of 2.0 miles of new sewer main; • Generation 1,314 new daily vehicle trips; and, • The construction of 260 new parking spaces • Potential impacts to historic and archaeological assets of the Commonwealth. The project requires a NPDES Stormwater Permit; a Sewer Connection Permit from the Department of Environmental Protection (DEP); review by the Massachusetts Historical Commission; Site Plan Approval from the Salem Planning Board; and an Order of Conditions from the Salem Conservation Commission. The project exceeds MEPA review thresholds for the preparation of a Mandatory Environmental Impact Report (EIR). 9/19/2006 psflon CIATES INC. Pojects3/#1521/fNF/Cover Letter August 15, 2006 Secretary Stephen R. Pritchard Executive Office of Environmental Affairs ��e �� 100 Cambridge Street, Suite 900 �! Boston, MA 02114-2524 AUG 16 2006 Subject: Environmental Notification Form OF pi-EVIOPMENT Osborne Hills DEPT. EL Salem, Massachusetts COMMUNITY PRINCIPALS Dear Secretary Pritchard: . Theodore A Barten, PE On behalf of Osborne Hills Realty Trust, enclosed please find an Environmental Margaret B Briggs Notification Form (ENE) for the proposed residential subdivision in Salem, Michael E Guski,CCM Massachusetts. Samuel G Mygatt, LLB Please notice the ENE in the Environmental Monitor published August 23, 2006. The Public Comment Period will extend through September 12, 2006 and the Dale T Raczynski, PE Secretary's Certificate will issue September 22, 2006. Cindy Schlessinger By copy of this letter, I am advising recipients of the ENE that written comments Lester B Smith,Jr may be filed during the Public Comment Period, addressed as follows: Victoria H Fletcher, RLA Secretary Stephen R. Pritchard Robert D O'Neal,CCM Executive Office of Environmental Affairs 100 Cambridge Street, Suite 900 Boston, MA 02114-2524 3 Clock Tower Place,Suite 250 Attn: MEPA Unit: Osborne Hills Maynard, MA 01754 www.epsilonassociates.com Copies of the ENE may be obtained from Ms. Corinne Snowdon at (978) 897-7100, 978 897 7100 email csnowdon@epsilonassociates.com. Fax 978 897 0099 Thank you for your attention.to this matter. Sincerely, EPSILON ASSOCIATES, INC. a uel G. Mygatt e T. IoN Principal Staff Scientist Encl. CC: Recipients of the ENE 1 1 1 � 1 1 LNf.INFFRf 8 FNVIRnN 1AFNTGI f(1NCIII TL NT[ "Yc "` xi �� n rk � 'S+ 2 � may'' �" • ,��. 'fir ` \S.r y� �� - L • { ;� , _ ^ , '52 � dd k ✓ .0=a _tI� �+� SW'"•"'Y =ave yc J,IE µti n `5�G ��•`.r i{2 �y ! NAM J-I 11-It:� `�"ceryl(.�Y` ��y�F^„t }� by 'L�;:: n...it '. SJ 'J�+y SRF• '•'� M"C� It 1 g Y Y ✓ ��r- t if i .� �SY��i-'-a�'-Ei'X t��fil�•. rv.. �� • ` "�'-vl� 11 • •• •11 1 - • 1 • 11 • ' Commonwealth of MassachusettsFor Office Use Only Executive Office of Environmental Executive Office of Environmental Affairs ' Affairs 0 MEPA Office EDEA An ENF MEPA Analyst: Environmental Phone: 617-626- Notification Form ' The information requested on this form must be completed to begin MEPA Review in accordance with the provisions of the Massachusetts Environmental Policy Act, 301 CMR 11.00. ' Project Name: Osborne Hills Street: Off of Marlborough Road ' Municipality: Salem Watershed: North Coastal Watershed Universal Tranverse Mercator Coordinates: Latitude: 42-30-25 UTM Zone 19 (X,Y) 341770, 4707888 Longitude: 70-55-34 Estimated commencement date: 2006 Estimated completion date: —2014 Approximate cost: $65 million Status of project design: 75% %com lete II ' Proponent: Osbome Hills Realty Trust Street: PO Box 780 ' Municipality: Salem State: MA Zip Code: 01940 Name of Contact Person From Whom Copies of this ENF May Be Obtained: Corinne Snowdon Firm/Agency: Epsilon Associates Street: 3 Clock Tower Place, Suite 250 Municipality: Maynard I State: MA Zip Code: 01754 Phone: (978) 897-7100 Fax: (987) 897-0099 E-mail: csnowdon a silonassociates.com Does this project meet or exceed a mandatory EIR threshold (see 301 CMR 11.03)? ' ®Yes ❑No Has this project been filed with MEPA before? ❑Yes (EOEA No. ) ®No Has any project on this site been filed with-MEPA before? ❑Yes (EDEA No. ) ®No Is this an Expanded ENF (see 301 CMR 11.06(7)) requesting: ' a Single EIR? (see 301 CMR 11.06(8)) ❑Yes ®No a Special Review Procedure? (see 301CMR 11.09) ❑Yes ®No a Waiver of mandatory EIR? (see 301 CMR 11.11) ❑Yes ®No a Phase I Waiver? (see 301 CMR 11.11) ❑Yes ®No Identify any financial assistance or land transfer from an agency of the Commonwealth, including the agency name and the amount of funding or land area (in acres): n/a Are you requesting coordinated review with any other federal, state, regional, or local agency? ' ❑Yes ®No Page 1 1 List Local or Federal Permits and Approvals: Local: Final order of Conditions,Site Plan Approved,Sewer Connection Which ENF or EIR review threshold(s) does the project meet or exceed (see 301 CMR 11.03): ' ® Land ❑ Rare Species ❑ Wetlands, Waterways, & Tidelands ' ❑ Water ® Wastewater ❑ Transportation ❑ Energy ❑ Air ❑ Solid & Hazardous Waste ❑ ACEC ❑ Regulations ® Historical &Archaeological , Resources Summary of Project Size Existing Change Total State Permits & & Environmental Impacts Approvals ' ® Order of Conditions Total site acreage 1sz ❑ Superseding Order of Conditions , New acres of land altered 69 ❑ Chapter 91 License Acres of impervious area o 21 21 ❑ 401 Water Quality Square feet of new bordering 2110 Certification ' vegetated wetlands alteration ❑ MHD or MDC Access 9 Permit Square feet of new other El Water Management ' wetland alteration 1470 Act Permit Acres of new non-water o ❑ New Source Approval El DEP dependent use of tidelands or ' waterways Sewerr Connection/R Extension Permit ❑ Other Permits ' Gross square footage 0 273,000 273,000 (including Legislative (housing) Approvals)— Specify: Number of housing units 0 131 Maximum height(in feet) 0 32 3z TRANSPORTATION ' Vehicle trips per day 0 1314 1314 Parking spaces 0 iso zso Gallons/day (GPD) of water use o 63,000 63,000 GPD water withdrawal 0 0 0 ' GPD wastewater generation/ o 57,200 57,200 treatment ' Length of water/sewer mains o 2.0 2.0 (in miles) Page 2 ' ' CONSERVATION LAND: Will the project involve the conversion of public parkland or other Article 97 public natural resources to any purpose not in accordance with Article 97? ❑Yes(Specify. ) ENo I ' Will it involve the release of any conservation restriction, preservation restriction, agricultural preservation restriction, or watershed preservation restriction? ❑Yes (Specify ) ENo RARE SPECIES: Does the project site include Estimated Habitat of Rare Species, Vernal Pools, Priority Sites of Rare Species, or Exemplary Natural Communities? ❑Yes (Specify. ) ENo HISTORICAL/ARCHAEOLOGICAL RESOURCES: Does the project site include any structure, site or district listed in the State Register of Historic Place or the inventory of Historic and Archaeological Assets of the Commonwealth? EYes(Specify 19-ES-515. 19-ES-516 ) ❑No If yes, does the project involve any demolition or destruction of any listed or inventoried historic or archaeological resources? ❑Yes (Specify To Be Determined ) ❑No ' AREAS OF CRITICAL ENVIRONMENTAL CONCERN: Is the project in or adjacent to an Area of Critical Environmental Concern? ❑Yes(Specfy ) ENo ' PROJECT DESCRIPTION: The project description should include (a) a description of the project site, (b) a description of both on-site and off-site alternatives and the impacts associated with each alternative, and (c) potential on-site and off-site mitigation measures for each alternative (You may attach one additional page, if necessary.) ' Osborne Hills is a residential cluster subdivision consisting of 131 family homes on a 162-acre site in Salem, Massachusetts. Approximately 93 acres of the project site will be permanently protected open space. Over a mile of a low impact publicly accessible trail network designed for passive recreational uses (e.g., hiking, jogging, bird watching, snowshoeing, etc.) has been laid out linking the open space elements. Please see Figure 1. The project site is in northwestern Salem adjacent to the Peabody municipal line. The site is bounded to the north by the Peabody/Salem municipal line, a municipal golf course and a municipal water supply tower. Existing residential neighborhoods, Marlborough Road and Route ' 107 exist to the east and south respectively. Spring Pond and adjoining wetland resource areas exist to the west. An approximately 250 foot wide New England Power transmission line easement bisects the project site in an east-west direction. The site ranges in elevation from 109 feet to 217 feet above sea level. Strongwater Brook originates on the site and flows to the east. Please see Figure 2, USGS Locus Map. ' The development program emphasizes the open space and wetland values of the site. Average lot size for the homes is 1/2 acre, and every home borders on dedicated open space. The project has received Subdivision Approval and Special Permits from the Salem Planning Board and a Final ' Order of Conditions from the Salem Conservation Commission. Pursuant to the Final Order of Conditions, approximately 2,110 square feet of Bordering Vegetated ' Wetland and approximately 1,470 square feet of Isolated Vegetated Wetland will be altered by Page 3 access road and footbridge construction. A total of six jurisdictional wetlands will be crossed using ' a combination of bridge spans, arch culverts and conventional roadway construction practices. As a result, 5,400 square feet of wetland replication will be carried out as provided in the Final Order of Conditions. The stormwater management system has been designed in accordance with the ' Department of Environmental Protection's ("DEP") Stormwater Management Policy. The project will be constructed in ten phases. Phase 1 includes 19 homes, together with all roads, ' utilities, stormwater management system components and wetland mitigation areas for the entire project. Phase 1 completion in anticipated in 2007. Phases 2 through 10 are the build-out of the remaining homes, and will not proceed until (i) MEPA has been complied with, and (ii) the Salem ' Conservation Commission has issued a Certificate of Compliance for the completion of Phase 1 (See Figure 3 and Appendix B, Phasing Plan). Pursuant to 314 CMR 9.04 (3), sales of lots containing wetlands will be conditioned by a Restrictive , Covenant that runs with the land limiting the total wetlands alteration for the entire Osborne Hills project to less than 5,000 square feet of Bordering Vegetated Wetlands, and to zero impact on , Outstanding Resource Waters (ORW). No lots have ORW on them, and all lots with wetlands on them have an ample buildable site and upland access so that no need to alter BVW is envisioned. Nonetheless, the Restrictive Covenant will ensure that total wetland impacts of the entire subdivision do not exceed 5,000 square feet of BVW. Wastewater will be conveyed via the Salem municipal system to the South Essex Sewage District ' (SESD) for treatment. Wastewater from the first 19 homes to be constructed will flow by gravity to a connection with Salem sewer in Marlborough Road. This sewer will be privately owned until completion of Phase 1. Wastewater from Phases 2 through 9 will be conveyed via force main to ' the Salem system located approximately 300-feet south of the primary entrance along Marlborough Road. During Planning Board review, the alternative of a conventional subdivision was presented, ' demonstrating site capacity to accommodate 112 homes. Under a conventional subdivision, the 93 acres of open space would not be preserved, and the extensive network of conservation trail would not be possible. ' LAND SECTION —all proponents must fill out this section , I. Thresholds/Permits A. Does the project meet or exceed any review thresholds related to land(see 301 CMR 11.03(1) ' X Yes _No; if yes, specify each threshold: 11. Impacts and Permits , A. Describe, in acres, the current and proposed character of the project site, as follows: Existing Change Total Footprint of buildings 0 7 7 Roadways, parking, and other paved areas 0 14 14 , Other altered areas (describe) 0 48 48 Undeveloped areas 162 -69 93 B. Has any part of the project site been in active agricultural use in the last three years? , Yes X No; if yes, how many acres of land in agricultural use(with agricultural soils)will be converted to nonagricultural use? Page 4 g i C. Is any part of the project site currently or proposed to be in active forestry use? Yes X No; if yes, please describe current and proposed forestry activities and indicate whether any part of the site is the subject of a DEM-approved forest management plan: ' D. Does any part of the project involve conversion of land held for natural resources purposes in accordance with Article 97 of the Amendments to the Constitution of the Commonwealth to any purpose not in accordance with Article 97? Yes X No; if yes, describe: E. Is any part of the project site currently subject to a conservation restriction, preservation restriction, agricultural preservation restriction or watershed preservation restriction? _Yes X No; if yes, does the project involve the release or modification of such restriction? Yes X No; if yes, describe: ' F. Does the project require approval of a new urban redevelopment project or a fundamental change in an existing urban redevelopment project under M.G.L.c.121A? _Yes X No; if yes, describe: G. Does the project require approval of a new urban renewal plan or a major modification of an ' existing urban renewal plan under M.G.L.c.12113?Yes_ No X; if yes, describe: H. Describe the project's stormwater impacts and, if applicable, measures that the project will take ' to comply with the standards found in DEP's Stormwater Management Policy: The project design complies with the MA Stormwater Management Guidelines. The drainage design and certified calculations were reviewed by the Salem Conservation Commission resulting in an ' issuance of the Order of Conditions,which has become Final. I. Is the project site currently being regulated under M.G.L.c.21 E or the Massachusetts ' Contingency Plan? Yes_ No X; if yes,what is the Release Tracking Number(RTN)? A portion of the project site was formerly listed on the National Priority List (NPL) as "Salem Acres." According to the Environmental Protection Agency (EPA), 'The site attained construction complete status in September 1999... All three potentially responsible parties have fulfilled the requirements of their consent decrees. On July 23, 2001, the site was deleted from the NPL. Future land use is unrestricted."1 J. If the project is site is within the Chicopee or Nashua watershed, is it within the Quabbin, Ware, or Wachusett subwatershed?_Yes X No; if yes, is the project site subject to regulation under the Watershed Protection Act? Yes X No K. Describe the project's other impacts on land: Approximately 93 acres of the project site will be permanently protected open space. Over a mile of ' a low impact publicly accessible trail network designed for passive recreational uses(e.g., hiking, jogging, bird watching,snowshoeing,etc.)has been laid out linking the open space elements. III.. Consistency A. Identify the current municipal comprehensive land use plan and the open space plan and describe the consistency of the project and its impacts with that plan(s): The project is consistent with the Citv of Salem Master Plan (1996),which describes within the Recreation,Open Space and the Environment ' section,a need for Open and Recreational space as two of the most important issues facing the City of Salem over the next ten years. This project addresses both of these needs while at the same increasing tax base for the city. lhttp://yosemite.epa.gov/r1/npl pad.nsf/8bl60ae5c647980585256bba0066f9O7/c8a4a5bec012lfO4852569lf0063f6f3!O pen Document,accessed August 7,2006 13:45. Page 5 B. Identify the current Regional Policy Plan of the applicable Regional Planning Agency and , describe the consistency of the project and its impacts with that plan: Under its MetroPlan 2000, the Metropolitan Area Planning Council has adopted 'Smart Growth:principles for regional ' planning. MAPC Smart Growth Principle#6 specifically encourages preservation of open space, farmland and critical environmental resources. Osborne Hills is a residential cluster subdivision consisting of 131 family homes,on a 162 acre site ' in Salem MA. Approximately 93 acres of the project site will be permanentlyProtected open space. Over a mile of low impact publicly accessable trail network designed for passive recreational uses(e.g., hiking,jogging, bird watching,snowshoeing,etc) has been laid out linking , the open space elements. C. Will the project require any approvals under the local zoning by-law or ordinance(i.e. text or map ' amendment, special permit,or variance)? Yes X No_; if yes, describe: Definitive Subdivision Approval and Special Permits issued by Salem Planning Board on July 28, 2006. D. Will the project require local site plan or project impact review? _Yes X No; if yes, describe: RARE SPECIES SECTION , I. Thresholds/Permits ' A. Will the project meet or exceed any review thresholds related to rare species or habitat(see 301 CMR 11.03(2))? _Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to rare species or habitat? _Yes X No , C. If you answered "No"to both questions A and B, proceed to the Wetlands,Waterways,and Tidelands Section. If you answered "Yes"to either question A or question B,fill out the remainder of the Rare Species section below. ' II. Impacts and Permits A. Does the project site fall within Priority or Estimated Habitat in the current Massachusetts Natural , Heritage Atlas(attach relevant page)? Yes—No. If yes, 1. Which rare species are known to occur within the Priority or Estimated Habitat(contact: Environmental Review, Natural Heritage and Endangered Species Program, Route 135, , Westborough, MA 01581, allowing 30 days for receipt of information): 2. Have you surveyed the site for rare species? _Yes_No; if yes, please include the results of your survey. 3. If your project is within Estimated Habitat, have you filed a Notice of Intent or received an ' Order of Conditions for this project? _Yes_No; if yes, did you send a copy of the Notice of Intent to the Natural Heritage and Endangered Species Program, in accordance with the Wetlands Protection Act regulations? —Yes—No , B. Will the project"take"an endangered, threatened, and/or species of special concern in accordance with M.G.L. c.1 31A(see also 321 CMR 10.04)? _Yes _No; if yes, describe: C. Will the project alter"significant habitat"as designated by the Massachusetts Division of Fisheries , and Wildlife in accordance with M.G.L.c.1 31A(see also 321 CMR 10.30)? _Yes _No; if yes, describe: , D. Describe the project's other impacts on rare species including indirect impacts (for example, stormwater runoff into a wetland known to contain rare species or lighting impacts on rare moth habitat): ' Page 6 WETLANDS. WATERWAYS, AND TIDELANDS SECTION ' I. Thresholds/Permits A. Will the project meet or exceed any review thresholds related to wetlands,waterways, and tidelands (see 301 CMR 11.03(3))? _Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits(or a local Order of Conditions) related to wetlands, waterways, or tidelands? X Yes_No; if yes, specify which permit: Local: Order of Conditions C. If you answered "No"to both questions A and B, proceed to the Water Supply Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Wetlands, Waterways, and Tidelands Section below. ' IL Wetlands Impacts and Permits A. Describe any wetland resource areas currently existing on the project site and indicate them on the site plan: Bordering Vegetated Wetland, Isolated Vegetated Wetland, Inland Bank B. Estimate the extent and type of impact that the project will have on wetland resources, and indicate whether the impacts are temporary or permanent: ' Coastal Wetlands Area (in square feet)or Length (in linear feet) Land Under the Ocean 0 Designated Port Areas 0 Coastal Beaches 0 Coastal Dunes 0 ' Barrier Beaches 0 Coastal Banks 0 Rocky Intertidal Shores 0 Salt Marshes 0 ' Land Under Salt Ponds 0 Land Containing Shellfish 0 Fish Runs 0 ' Land Subject to Coastal Storm Flowage 0 Inland Wetlands Bank 0 ' Bordering Vegetated Wetlands 2,110 square feet Land under Water 0 Isolated Land Subject to Flooding 1,470 square feet ' Bordering Land Subject to Flooding 0 Riverfront Area 0 C. Is any part of the project 1. a limited project? _Yes X No 2. the construction or alteration of a dam? —Yes X No; if yes, describe: 3. fill or structure in a velocity zone or regulatory floodway? _Yes X No 4. dredging or disposal of dredged material? Yes X No; if yes, describe the volume of dredged material and the proposed disposal site: 5. a discharge to Outstanding Resource Waters? _Yes X No 6. subject to a wetlands restriction order? _Yes X No; if yes, identify the area (in square ' feet): ' Page 7 D. Does the project require a new or amended Order of Conditions under the Wetlands Protection ' Act(M.G.L. c.1 31A)? X Yes_No; if yes, has a Notice of Intent been filed or a local Order of Conditions issued? X Yes_No; if yes, list the date and DEP file number: 7-13-06 File#64-418. ' Was the Order of Conditions appealed? Yes X No. Will the project require a variance from the Wetlands regulations?_Yes X No. E. Will the project: ' 1. be subject to a local wetlands ordinance or bylaw? _Yes X No 2. alter any federally-protected wetlands not regulated under state or local law? _Yes_No; if yes,what is the area(in s.f.)? Request for jurisdictional determination , pending. F. Describe the project's other impacts on wetlands (including new shading of wetland areas or ' removal of tree canopy from forested wetlands): Selective tree removal to accommodate bridge spans and footbridges associated with trail system. Shading impacts are not anticipated. 111. Waterways and Tidelands Impacts and Permits A. Is any part of the project site waterways or tidelands (including filled former tidelands)that are subject to the Waterways Act, M.G.L.c.91? _Yes X No; if yes, is there a current Chapter 91 license or permit affecting the project site? _Yes X No;if yes, list the date and number: ' B. Does the project require a new or modified license under M.G.L.c.91? _Yes X No; if yes, how many acres of the project site subject to M.G.L.c.91 will be for hon-water dependent use? ' Current _ Change _ Total _ C. Is any part of the project , 1. a roadway, bridge, or utility line to or on a barrier beach? —Yes X No; if yes, describe: 2. dredging or disposal of dredged material? _Yes X No; 4 yes,volume of dredged material 3. a solid fill, pile-supported, or bottom-anchored structure in flowed tidelands or other , waterways? _Yes X No; if yes, what is the base area? 4. within a Designated Port Area? Yes X No D. Describe the project's other impacts on waterways and tidelands: ' IV. Consistency: A. Is the project located within the Coastal Zone? _Yes X No; if yes, describe the project's , consistency with policies of the Office of Coastal Zone Management: B. Is the project located within an area subject to a Municipal Harbor Plan? _Yes X No; if yes, , identify the Municipal Harbor Plan and describe the project's consistency with that plan: WATER SUPPLY SECTION 1. Thresholds/Permits A. Will the project meet or exceed any review thresholds related to water supply(see 301 CMR 11.03(4))? _Yes X No; if yes, specify, in quantitative terms: , B. Does the project require any state permits related to water supply? _Yes X No; if yes, specify which permit: , C. If you answered "No"to both questions A and B, proceed to the Wastewater Section. If you answered "Yes"to either question A or question B, fill out the remainder of the Water Supply Section below. , Page 8 I 1 It. Impacts and Permits A. Describe, in gallons/day, the volume and source of water use for existing and proposed activities at the project site: 1 e Withdrawal from groundwater Existing ChangTotal Withdrawal from surface water Interbasin transfer Municipal or regional water supply B. If the source is a municipal or regional supply, has the municipality or region indicated that there is adequate capacity in the system to accommodate the project?_Yes _No C. If the project involves a new or expanded withdrawal from a groundwater or surface water source, ' 1. have you submitted a permit application? _Yes No; if yes, attach the application 2. have you conducted a pump test? _Yes No; if yes, attach the pump test report ' D. What is the currently permitted withdrawal at the proposed water supply source(in gallons/day)? Will the project require an increase in that withdrawal? Yes No E. Does the project site currently contain a water supply well, a drinking water treatment facility, water main, or other water supply facility, or will the project involve construction of a new facility? Yes _No. If yes, describe existing and proposed water supply facilities at the project site: Existing Change Total Water supply well(s)(capacity, in gpd) Drinking water treatment plant(capacity, in gpd) Water mains (length, in miles) ' F. If the project involves any interbasin transfer of water,which basins are involved, what is the direction of the transfer, and is the interbasin transfer existing or proposed? G. Does the project involve 1. new water service by a state agency to a municipality or water district? Yes _No 2. a Watershed Protection Act variance? _Yes _No; if yes, how many acres of ' alteration? 3. a non-bridged stream crossing 1,000 or less feet upstream of a public surface drinking water supply for purpose of forest harvesting activities? Yes —No ' H. Describe the project's other impacts(including indirect impacts)on water resources, quality, facilities and services: III. Consistency--Describe the project's consistency with water conservation plans or other plans to enhance water resources, quality,facilities and services: WASTEWATER SECTION I. Thresholds/Permits A. Will the project meet or exceed any review thresholds related to wastewater(see 301 CMR ' 11.03(5))?X Yes_No; if yes, specify, in quantitative terms: Construction of one or more sewer mains greater than 1/2 mile in length. ' B. Does the project require any state permits related to wastewater? X Yes_No; if yes, specify which permit: BRP WP 13/14 r Page 9 C. If you answered "No"to both questions A and B, proceed to the Transportation --Traffic ' Generation Section. If you answered "Yes"to either question A or question B,fill out the remainder of the Wastewater Section below. II. Impacts and Permits ' A. Describe, in gallons/day, the volume and disposal of wastewater generation for existing and proposed activities at the project site(calculate according to 310 CMR 15.00): 1 Existing Change Total Discharge to groundwater(Title 5) ' Discharge to groundwater(non-Title 5) Discharge to outstanding resource water Discharge to surface water Municipal or regional wastewater facility 0 57,200 57,200 ' TOTAL B. Is there sufficient capacity in the existing collection system to accommodate the project? , X Yes No; if no, describe where capacity will be found: C. Is there sufficient existing capacity at the proposed wastewater disposal facility?X Yes No; if no, describe how capacity will be increased: D. Does the project site currently contain a wastewater treatment facility, sewer main, or other , wastewater disposal facility, or will the project involve construction of a new facility?_Yes X No. If yes, describe as follows: Existing Change Total Wastewater treatment plant(capacity, in gpd) Sewer mains (length, in miles) 0 2_0 2_0 Title 5 systems (capacity, in gpd) ' E. If the project involves any interbasin transfer of wastewater,which basins are involved,what is the direction of the transfer, and is the interbasin transfer existing or proposed? N/A F. Does the project involve new sewer service by an Agency of the Commonwealth to a municipality ' or sewer district? _Yes X No G. Is there any current or proposed facility at the project site for the storage, treatment, processing, , combustion or disposal of sewage sludge, sludge ash, grit, screenings, or other sewage residual materials? Yes X No; if yes, what is the capacity(in tons per day): Existing Change Total Storage Treatment, processing Combustion ' Disposal H. Describe the project's other impacts (including indirect impacts)on wastewater generation and , treatment facilities: The first 19 homes to be constructed will flow by gravity to the city sewer in Marlborough Road. The sewer will remain privately owned until after completion of MEPA review. No DEP sewer connection permit ' is required for those flows(pers. Comm.,). Zajac, DEP,August 8, 2006). III. Consistency--Describe measures that the proponent will take to comply with federal, state, , Page 10 ' regional, and local plans and policies related to wastewater management: All DEP permit conditions and applicable building codes will be observed. A. If the project requires a sewer extension permit, is that extension included in a comprehensive wastewater management plan? _Yes X No; if yes, indicate the EOEA number for the plan and describe the relationship of the project to the plan eTRANSPORTATION -- TRAFFIC GENERATION SECTION I. Thresholds/ Permits A. Will the project meet or exceed any review thresholds related to traffic generation (see 301 CMR 11.03(6))? _Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to state-controlled roadways? —Yes X No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Roadways and Other Transportation Facilities Section. If you answered "Yes"to either question A or question B,fill out the remainder of the Traffic Generation Section below. ' 11. Traffic Impacts and Permits A. Describe existing and proposed vehicular traffic generated by activities at the project site: Existinq Change Total ' Number of parking spaces Number of vehicle trips per day ITE Land Use Code(s): ' B. What is the estimated average daily traffic on roadways serving the site? Roadway Existing Change Total ' 2. 3. C. Describe how the project will affect transit, pedestrian and bicycle transportation facilities and services: 111. Consistency—Describe measures that the proponent will take to comply with municipal, regional, state, and federal plans and policies related to traffic, transit, pedestrian and bicycle transportation facilities and services: ROADWAYS AND OTHER TRANSPORTATION FACILITIES SECTION I. Thresholds A. Will the project meet or exceed any review thresholds related to roadways or other transportation facilities (see 301 CMR 11.03(6))? Yes X No; if yes, specify, in quantitative terms: ' B. Does the project require any state permits related to roadways or other transportation facilities? _Yes X No; if yes, specify which permit: ' C. If you answered"No"to both questions A and B, proceed to the Energy Section. If you answered"Yes"to either question A or question B,fill out the remainder of the Roadways Section below. Page 11 II. Transportation Facility Impacts ' A. Describe existing and proposed transportation facilities at the project site: Existing Change Total Length (in linear feet)of new or widened roadway Width (in feet)of new or widened roadway Other transportation facilities: B. Will the project involve any 1. Alteration of bank or terrain (in linear feet)? 2. Cutting of living public shade trees (number)? 3. Elimination of stone wall (in linear feet)? III. Consistency--Describe the project's consistency with other federal, state, regional, and local plans and policies related to traffic, transit, pedestrian and bicycle transportation facilities and services, including consistency with the applicable regional transportation plan and the Transportation ' Improvements Plan (TIP), the State Bicycle Plan, and the State Pedestrian Plan: ENERGY SECTION , I. Thresholds/Permits A�Will the project meet or exceed any review thresholds related to energy(see 301 CMR 11.03(7))? ' Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to energy? _Yes X No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Air Quality Section. If you answered "Yes"to either question A or question B,fill out the remainder of the Energy Section below. , It. Impacts and Permits A. Describe existing and proposed energy generation and transmission facilities at the project site: 'Capacity of electric generating facility(megawatts) Existing Change Total Length of fuel line(in miles) Length of transmission lines (in miles) ' Capacity of transmission lines(in kilovolts) B. If the project involves construction or expansion of an electric generating facility,what are 1. the facility s current and proposed fuel source(s)? , 2. the facility's current and proposed cooling source(s)? C. If the project involves construction of an electrical transmission line,will it be located on a new, , unused, or abandoned right of way?_Yes No; if yes, please describe: D. Describe the project's other impacts on energy facilities and services: III. Consistency-- Describe the project's consistency with state, municipal, regional, and federal plans and policies for enhancing energy facilities and services: Page 12 ' ' AIR QUALITY SECTION I. Thresholds A. Will the project meet or exceed any review thresholds related to air quality(see 301 CMR 11.03(8))? _Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to air quality? _Yes X No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Solid and Hazardous Waste Section. If you answered "Yes"to either question A or question B,fill out the remainder of the Air Quality Section below. ' IL Impacts and Permits A. Does the project involve construction or modification of a major stationary source(see 310 CMR 7.00, Appendix A)? Yes _No; if yes, describe existing and proposed emissions (in tons per day)of: Existing Change Total Particulate matter Carbon monoxide Sulfur dioxide Volatile organic compounds Oxides of nitrogen Lead Any hazardous air pollutant 1 Carbon dioxide B. Describe the project's other impacts on air resources and air quality, including noise impacts: ' Ill. Consistency A. Describe the project's consistency with the State Implementation Plan: ' B. Describe measures that the proponent will take to comply with other federal, state, regional, and local plans and policies related to air resources and air quality: SOLID AND HAZARDOUS WASTE SECTION 1. Thresholds/Permits A. Will the project meet or exceed any review thresholds related to solid or hazardous waste(see 301 CMR 11.03(9))? _Yes X No; if yes, specify, in quantitative terms: B. Does the project require any state permits related to solid and hazardous waste? —Yes X ' No; if yes, specify which permit: C. If you answered "No"to both questions A and B, proceed to the Historical and Archaeological Resources Section. If you answered "Yes"to either question A or question B,fill out the remainder ' of the Solid and Hazardous Waste Section below. Page 13 U. Impacts and Permits ' A. Is there any current or proposed facility at the project site for the storage, treatment, processing, combustion or disposal of solid waste?_Yes _No; if yes,what is the volume (in tons per day) of the capacity: , Existing Change Total Storage Treatment, processing Combustion ' Disposal B. Is there any current or proposed facility at the project site for the storage, recycling, treatment or disposal of hazardous waste?_Yes No; if yes, what is the volume(in tons or gallons per day) of the capacity: Existing Change Total ' Storage Recycling Treatment , Disposal C. If the project will generate solid waste(for example, during demolition or construction), describe alternatives considered for re-use, recycling, and disposal: , D. If the project involves demolition, do any buildings to be demolished contain asbestos? Yes No , E. Describe the project's other solid and hazardous waste impacts (including indirect impacts): 111. Consistency--Describe measures that the proponent will take to comply with the State Solid Waste , Master Plan: HISTORICAL AND ARCHAEOLOGICAL RESOURCES SECTION , 1. Thresholds/Impacts A. Is any part of the project site a historic structure, or a structure within a historic district, in either ' case listed in the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth? —Yes X No; if yes, does the project involve the demolition of all or any exterior part of such historic structure? Yes X No; if yes, please describe: , B. Is any part of the project site an archaeological site listed in the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth? X Yes No; if ' yes, does the project involve the destruction of all or any part of such archaeological site? _Yes _No; if yes, please describe: To be determined. Housing lots are proposed within or adjacent to sites 19-ES-515 and 19-ES-516. , C. If you answered "No"to all parts of both questions A and B, proceed to the Attachments and Certifications Sections. If you answered "Yes"to any part of either question A or question B, fill out ' the remainder of the Historical and Archaeological Resources Section below. D. Have you consulted with the Massachusetts Historical Commission? _Yes X No; if yes, attach correspondence ' Page 14 , 1 i ATTACHMENTS: 1 1. Plan, at an appropriate scale, of existing conditions of the project site and its immediate context, showing all known structures, roadways and parking lots, rail rights-of-way, wetlands and water bodies,wooded areas,farmland, steep slopes, public open spaces, and major utilities. Figure 1. 1 2. Plan of proposed conditions upon completion of project(if construction of the project is proposed to be phased,there should be a site plan showing conditions upon the completion of each phase). Figure 3 and Attachment B. 3. Original U.S.G.S. map or good quality color copy(8-1/2x 11 inches or larger) indicating the project location and boundaries. Figure 2. 4 List of all agencies and persons to whom the proponent circulated the ENF, in accordance with 301 CMR 11.16(2). Attachment A. L 1 5. Other: CERTIFICATIONS: 1 1. The Public Notice of Environmental Review has been/will be published in the following newspapers in accordance with 301 CMR 11.15(1): 1 (Name) (Date) Salem Evening News August 18, 2006 i2. This for been circulat to Agencies and Persons in accordance with 301 CMR 11.16(2). 1 Date Signature of Responsible Officer Date Signature of person p ring or Proponent ENF (if different from a ove) iName(print or type) Name (print or type) Paul DiBiase Samuel G. Mygatt 1 Firm/Agency Firm/Agency Osborne Hills Realty Trust Epsilon Associates, Inc. Street Street P.O. Box 780 3 Clock Tower Place,Suite 250 i Municipality/State/Zip Municipality/State/Zip Salem, MA 01940 Maynard,MA 01754 Phone Phone 1 (781) 334-9899 (978)897-7100 1 i 1 i i i � Figures I, 1 1 11 �_ 01%K. ' ;7 MON we 1 M-54 A��;�v "vi PR 74 M i. Alm -YAP W. ONE 42E� Rift, _1 �A I Proposed Conditions 6"4 Field Delineated Wetlands Potential Trail Loop xwl'i 'Uvw Potential Welland Crossing "CE Proposed Open space Approximate Project Boundary 5.1 Ll Areas of Steep Slope Utilities Powerline PF. V k'1"' ti d'sq.+.,�.i? '�,��,i�n4�.S.*y'f� a .�'•\ Ai.z�_/%,8'..�ryYe r t_st.`t�•'',� r` , ".wkd$�' J,air.v'-``.°e.s.' -1 .�.i�. - .fHrar-�S�:"�. ' � '`_Gr'�Y..""^°"if•7if'v' DEP Wetlands *71* 1.41 — Hydrological Connection 21' "I W;'w;J DEEP MARSH kL J'LPV . OPEN WATER SHALLOW MARSH MEADOW OR FEN SHRUB SWAMP WOODED SWAMP DECIDUOUS Own MINIM F;klje gqtu, 't Aailt, k,z' M At p'lo MR2 ak—"T M 4Ta-- M� of 2 New PON CAN ., � -... '.. 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'. u g"�` .,4w •._ v.w."' ,.,, .. �`� ' � t •r,...r i' '' t* .. , ,�.•. .:�1: TT-'f6•'.3m,e7� t�5;1.gRS4.SIFi'P�. �..br'!. ..'G `t,"FF.a_ _, iT'S�ii.s7 _ .so- . rr1Y ` ' ::�'+. fir" 1 •.� � . 3 1 <r,® Scale 1:5,100 Figure 3 Basemap:2001 Orthophotography,MassGIS 1 inch = 425 feet Osborne Hills Lot Plan Epsilon 21Z5 0 212.5 425 01 Osborne Hills Subdivision Feet Salem, Massachusefts SSOCIATES INC.r 1 1 Attachment A —Circulation List �I 1 1 1 1 1 1 i 1 1 1 1 1 1 i ATTACHMENT A ENF CIRCULATION LIST Secretary of Environmental Affairs Massachusetts Highway Department Attn: MEPA Office Public/Private Development Unit 100 Cambridge Street, Suite 900 10 Park Plaza Boston, MA 02114 Boston, MA 02116 (2 copies) Massachusetts Highway Department Undersecretary for Policy District#4 Executive Office of Environmental Affairs Attn: MEPA Coordinator c/o Nancy Gabriel-Sackie 519 Appleton Street 100 Cambridge Street, Suite 900 Arlington, MA 02476 Boston, MA 02114 Massachusetts Aeronautics ' Department of Environmental Protection Commission Commissioner's Office Attn: MEPA Coordinator One Winter Street 10 Park Plaza, Suite 3510 Boston, MA 02108 Boston, MA 02116 Department of Environmental Protection Massachusetts Historical Commission Division of Wetlands and Waterways The MA Archives Building One Winter Street 220 Morrissey Boulevard Boston, MA 02108 Boston, MA 02125 Department of Environmental Protection Metropolitan Area Planning Council Northeast Regional Office 60 Temple Place/6' Floor ' Attn: MEPA Coordinator Boston, MA 02111 205B Lowell Street Wilmington, MA 01887 ' Massachusetts Water Resource Department of Environmental Protection Authority Northeast Regional Office Attn: MEPA Coordinator ' Attn: Wastewater 100 First Avenue 205B Lowell Street Boston, MA 02129 Wilmington, MA 01887 ' Executive Office of Transportation Attn: Environmental Reviewer 10 Park Plaza, Room 3510 Boston, MA 02116-3969 1151/05borne_HiMIENF/Circulation Lig..doc A-1 Circulation List Epsilon Associates, Inc. ATTACHMENT A ENF CIRCULATION LIST (CONTINUED) Salem City Council Salem Conservation Commission ' 93 Washington Street 120 Washington Street Salem, MA 01970 Salem, MA 01970 Salem Planning Board Salem Board of Health/ Planning and Community Salem Health Department Development 93 Washington Street (2nd Floor) 120 Washington Street Salem, MA 01970 Salem, MA 01970 ' 1831/GELD/ENF/Cirdist.doc A-2 Circulation List Epsilon Associates, Inc ' e Attachment B - Site Phasing Plan 1 OSBORNE HILLS SALEM,MASS. PHASING PLAN ' Phase 1 Osborne Hill Drive—Station 0+ 00 to Station 8 + 00 Lots 1-7, Lots 27-31 Amanda Way—Station 9+00 to Station 12 +67 Lots 24-26, Lots 45-46 Phase 2 Osborne Hill Drive— Station 8 +00 to Station 13 +69 Lots 32-36, Lots 8- 15 Amanda Way—Station 0 +00 to Station 9+00 Lots 16-24, Lots 37-44 . Phase 3 Osborne Hill Drive— Station 13 + 69 to Station 20 + 00 Lots 47-50, Lots 86 and 87 Phase 4 Osborne Hill Drive— Station 20 +00 to Station 31 + 50 Lots 64-75, Lots ' 76-79, Lot 51, Lot 85 ' Phase 5 Chanelle Circle— Station 0 +00 to Station 10 + 50 Lots 80-84, Lots 52-63 Phase 6 Diandra Drive—Station 0 + 00 to Station 12+50 Lots 88-99 ' Phase 7 Strongwater Drive—Station 0+ 00 to Station 20+ 00 Lots 100-104, Lots 129-131 ' Phase 8 Strongwater Drive—Station 20+00 to 32 +00 Lots 124-128, Lots 105- 109, Lot 115 Phase 9 Strongwater Drive—Station 32 + 00 to 40+ 50 Lots 116-124 Phase 10 Kate Way— Station 0 + 00 to 4 + 50 Lot 110, Lot 114 I'