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0002, 0012 GOODHUE STREET, 64-337 - CONSERVATION COMMISSION A,z U�z:R� r i 1 , r Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands , 64-337 ,\ Form 5 — Order of Conditions Provided by DEP 3 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 `yl .7 V D. Recording Information (cont.) E 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: 2 and 12 Goodhue Street 64-337 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: ,EH// /�,�i�GTY 71'KJT 8L4'ys1A7y gF��T'i G/�iv�D aA?TN¢12 /P 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: It,I Da, _._�..._. Date I 6OU6 9 — S t 1d If recorded land, the instrument number identifying this transaction is: f£OYti �ao9 .1GILc1 is7 �iIJ.S'c`JBzi H1110S '�3SS3 Instrument Number �� If registered land, the document number identifying this transaction is: '-FD I 1'9-< t Cees i 6A bD 15'; '13b d- Document N W )40010,0 a3A1303l3 Si r pplicant Ire i„ M/ �p Fir�J��C4�1 f 31V0 A Form 5 R.v02/00 S0330 3o AESI93a'8r'N31a8,o"ITHO`f Re . 101diSIG ALSI93a HiIIOS X3SS3 RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW •-�� +�� /\ FIFTY-NINE FEDERAL STREETI/ JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 . 1 JACOB S.SEGAL MARY PIEGTON GEORGE W ATKINS, III .l ,j'- ✓� � l%^ KATHLEEN M.O'HAGAN TEL(979)744-0350 GARY DAVIS.JR. FAX(978)744-7493 FILE-NO. P-961 OF COUNSEL JOHN H.RONAN August 13, 2002 City of Salem Conservation Commission 120 Washington Street Salem, MA 01970 ATTN:Don Cefalo RE: 2 and 12 Goodhue Street, Salem, Massachusetts Dear Don: Enclosed is the Order of Conditions Form with Registry of Deeds recording information for the above-referenced site. ery truly yours, George . Atkins, III GWA/alc Enclosure Massachusetts Department of Environmental Protection DEP File Number e Bureau of Resource Protection - Wetlands 64-337 WPA Form 5 -Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 A. General Information Important: When filling From: out forms on Salem the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions lQ To: Applicant: Property Owner(if.different from applicant): Public Storage Inc. EHM Realty Trust&Clayman Realty Limited Name Partnership Name 701Western Avenue 45 Mason Street Salem, MA 01970 & P.O. Box Mailing Address 5532 , Beverly Farms, MA 08915 Mailing Address Glendale CA 91201 City/town State Zip Code Cityrrown state Zip Code 1. Project Location: 2 & 12 Goodhue Street Salem Street Address - Cityrrown Map 15 Lots 301 & 300 Assessors Map/Plat Number - ParceUlot Number 2. Property recorded at the Registry of Deeds for: SouthEssex 276 and 228 -'- '` 250130 and County Book 174966 59700 and 49996 Certificate ('rf registered land) - 3. Dates: June 8, 2002 June 27, 2002 June 27, 2002 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Proposed Public Storage Facility, Store#99383, 2 & 12 Goodhue Street, Salem MA Revised Sheets AL-1 , DM-1, SP-1, GU-1, EC-1, LL-1, LP-1, DN-1, DN-2, DN-3, DN 4, DN-5 05/09/02 5. Final Plans and Documents Signed and Stamped by: NA Name 6. Total Ff?e: $1575.Q0 (from Appendbc B:Wetland Fee Transmittal Form) WPA Form - Pagel of Rev.OMD MassachusettsDEP File Number. III Department of Environmental Protection Bureau of Resource Protection -Wetlands 64-337 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. .131, §40 B. Findings 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: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ❑ Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore, this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with theperformance standards set forth in the wetlands regulations, to protect those interests checked above. 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: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. 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. ❑ 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). General Conditions (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 Orcler 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. WPA Form 5 Rev,0900 Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 64-337 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 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 64-337 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. WPA Forth 5 Rev.02100 - Page 3 of 7 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands 64-337 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 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. Special Conditions(use additional paper, if necessary): See Attached Findings as to municipal bylaw or ordinance Furthermore, the Salem hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Name Municipal Ordinance or Bylaw c 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. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Name Municipal Ordinance or Bylaw The Commission orders that all work shall be performed in accordance with the said additional conditio ns and with the Notice of Intent referenced above. To the extent that the following conditions modify o r differ from the plans, specifications, or other proposals submitted with the Notice of Intent, WPA Forth 5 Rev.02100 Page 4 of 7 Massachusetts Department of Environmental Protection DEP Pile Number. NmFiiiiiiiiiiiii Bureau of Resource Protection -Wetlands 64—3g} WPA Form 5 - Order of Conditions PrOvicled by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Ftndings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. =hn4 7.1 2002 Date This Order rnust be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested)or hand delivered to the applicant also must be rnailed or hand delivered at the same time to the appropriate Department of en Protection Regional Office(see Appendix A) and the property owner(if different fr applican V. Signature . U�t j n �Qn —of Day - Month and Year before me personally appeared �bo.t� YJcw.�h 7 vl�rl to me known to be the person described in and who executed the foregoing instrument and acmcwledged that he/she executed the same as his/her free act and deed. 1 •DIY" A r Notary P ubiic My Com fission Expires This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested,on �v\ 2/2tro t 6a1;E Date � wPA Forth 5 Rev.07A0 Pegs 5 of 7 Massachusetts Department of Environmental Protection DEP File"umber. Bureau of Resource Protection - Wetlands 64-337 Y WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. 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 Appendix E: 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. 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 Actor regulations, the Department has no appellate jurisdiction. D. 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 Form 5 shall be submitted to the Conservation Commission listed below. Salem �_T.W.----- — — - Conservation Commission - --- -- -. - -'- - WPA F.5 Page 6 of] Rev.02100 - Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands 64-337 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Recording Information (cont.) 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: 2 and 12 Goodhue Street 64-337 Protect 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 WPA Fam 5 Rev.02/W - Page 7 of 7 - Salem Conservation Commission SPECIAL CONDITIONS—DEP FILE #64-337 Public Storage, Inc., 2 and 12 Goodhue Street 1. The Conservation Agent will be notified 48 hours prior to commencement,of construction activities(978-745- 9595 ext.311). Members and agents of the Salem Conservation Commission(Commission)shall have the right to enter and inspect the premises to evaluate and ensure compliance with the conditions and performance standards stated in this Order,the Notice of Intent,the referenced plans,the Act,and 310 CMR 10.00,and may require any information, measurements,photographs,observation and/or materials or may require the submittal of any data or information deemed necessary by the Commission,agent,or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the Commission is satisfied that the work will comply,and has so notified the applicant in writing. 2. Approval of this application does not constitute compliance with any law or regulation other than MGL Chapter 131,Section 40, and Wetlands Regulations 310 CMR 10.00. 3. This Order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans. These obligations shall be expressed in covenants in all deeds 4o succeeding owners or portions of the property. 4. The form provided at the end of this Order shall be completed and stamped at the Registry of Deeds after the expiration of the 10-day appeal period and within 30 days of the issuance if no request for appeal has been filed with the Department of Environmental Protection: This form shall be returned to the Commission within 21 days of recording accordance and prior to commencement of any activities subject to the Order of Conditions. 5. Prior to any work commencing,a sign shall be displayed showing DEP file#64-336,and not placed on a living tree. 6. 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. 7. 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.—Arty Corp 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 (3) Flood Plain (4) Grading Ordinance 8. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 9. 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. 10. The Commission and its Administrator shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 11. All work shall be performed in accordance with this Order of Conditions and approved site plans(s). No alteration of wetland resource areas or associated buffer zone,other than that approved in this Order,shall occur on this property without prior approval from the Commission. 12. If any changes are made in the above-described plan(s)which may or will alter an area subject to protection under the Wetlands Protection Act, or any changes in activity subject to regulations under G.L.Ch. 131,Section 40,the applicant&]hall inquire from this Commission in writing,prior to their implementation in the field, whether the change(s)is significant enough to require the filing of a new Notice of Intent. Any error in the plans or information submitted by the applicant shall be considered changes and the above procedures shall be followed. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 13. 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 signed statement 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. 14. Conditions number 49 as indicated shall continue in force beyond the Certificate of Compliance,in perpetuity, and shall be referred to in all future deeds to this property. PRIOR TO CONSTRUCTION 15. Prior to commencement of any activity on this site,there shall be a PRECONSTRUCTION MEETING between the project supervision;the contractor responsible for the work or its administrator to and phone numbers of all responsible parties shall be registered with the Commission at the pre-construction meeting. 16. 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 Commssion and/or its Administrator shall inspect and approve such installation at the pre-construction meeting. 17. Prior to the commencement of any activity on this site,the applicant or current landowner shall submit to the Commission in writing a construction schedule/sequence of work to complete this project. 18. Prior to any work on site,the proposed limits of work shall be clearly marked with stakes or flags and shall be confirmed by the Commission or its Administrator. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers shall be informed that no use of machinery, storage of machinery or materials,stockpiling of soil or construction activity is to occur beyond this line at anytime. 19. Prior to commencement of construction onsite,the limits of wetland resource areas closest to construction activity shall be flagged with surveyor's tape and shall remain in place during construction. The limits of areas to be impacted and the limits of work in the replication area(s)shall be clearly flagged. 20. There shall be 30 hay bales and wooden staked stored under cover on the site to be used only for emergency erosion control. EROSION CONTROL 21. Appropriate erosion control devices shall be in place prior to the beginning of any phases of construction,and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specification provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project;additional measures may be required by the Commission. 22. 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. 23. 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. 24. The areas of construction shall remain in a stable condition at the close of each construction day. 25. Any de-watering of trenches or other excavations required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharges from de-watering activities shall be filtered through haybale sediment traps,silt filter bags or other means approved by the Commission or its Administrator. 26. Within thirty 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. 27. If soils are to be disturbed for longer than two 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 surfaces shall be stabilized by other appropriate erosion control measures, firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 28. A copy of the Order of Conditions,construction plans,and copies of the documents and reports cited in Condition# 11, shall be on the site upon commencement and during any site work for contractors to view and adhere to. 29. 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. 30. Only clean fill, free of masonry,stumps,asphalt,and any other kind of waste material shall be used on the site. 31. 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. 32. All filling or removal of waste material from the site shall be done in accordance with the regulations of the City of Salem Health Department. 33. Cement trucks shall not be washed out in any wetland resource or buffer zone area. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be removed by hand. 34. No fuel,oil,or other pollutants shall be stored in any resource area or the buffer zone thereto,unless specified in this Order of Conditions. 35. There shall be no pumping of water from wetland resource areas. 36. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. ____37. Immediately following drainage structure installation,all inlets shall be protected by silt fence,hayblae barriers and/or silt bags to filter silt from stonnwater before it enters the drainage system. 38. The project shall not cause an increase in run-off onto adjacent properties,either during construction or when completed. 39. The applicant is hereby 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. POST CONSTRUCTION 40. All disturbed areas,slopes and proposed landscape areas shall be loamed and seeded or stabilized through the use of erosion control blankets or other approved means. All disturbed areas will be graded, loamed,and seeded prior to November 1 of each year,if possible. No disturbed areas or stockpiled material will be left unprotected or without erosion controls during the winter. 41. Upon completion of construction,the applicant or current landowner shall submit the following to the Commission to request a Certificate of Compliance: (1) A letter requesting a Certificate including the following information: a. Nartie and address of current landowner; ( ? b. Name and address of the individual/trust or other entity to whom the Certificate is to be issued: > c. Street address and lot number for the project;and d. DEP file number (2) A letter from a Registered Professional Engineering or Land Surveyor certifying compliance of the property with this Order of Conditions (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer showing post-construction conditions and: a. As-built elevations of all drainage ways constructed within 100 feet of any wetland resource area; b. As-built elevations and grades of all filled or altered wetland resource areas,buffer zones and replicated areas;and c. Distances to all structures within 100 feet of any wetland resource area. 42. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds. 43. 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. 44. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Commission and/or its Administrator has authorized their removal 45. The following condition(s)shall extend beyond the Certificate of Compliance, in perpetuity,and shall be recorded as such on the Certificate of Compliance and in all future deeds to this property: PERPETUAL CONDITIONS 46. There shall be no dumping of leaves,grass clippings,trash or any kind of refuse in the resource area. 47. Herbicides shall not be applied within 100 feet of the any resource area. 48. No sodium-based products shall be used for control of ice or snow within 200 feet of the.anyresource area. ADDITIONAL CONDITIONS 49. Snow storage shall be located outside the 200'buffer zone,if space is not available,snow shall be tacked off---- site. ff---site. 50. Stockpiled material shall be located outside the 200 foot Buffer Zone. 51. All stockpiled material shall be inspected on a daily bases to ensure that they are properly covered and maintained. 52. Staked hay bales shall be placed around all stockpiled material. 53. A LSP or trained representative and an engineer shall be on site daily to monitor the seawall during excavation of the contaminated soil. 54. A containment boom shall be installed along the waterside of the seawall adjacent to the contaminated soil excavation;the boom shall extend 10 to 20 feet on either side of the work area. 55. A dust control plan shall be implemented during the demolition of the two building structures. Mmsachusetts Department of Environmental Protection DEP Fat Number. Bureau of Resource Protection-Wetlands WPA Form 3 - Notice of Intent PMMftd by CEP Massachusetts Wetlands Protection Act,M-G.L. c. 131, §40 Town A. General Information When fivtn9 cut 1- Applicant forms on the Public Storage, Inc computer,use only the tab Nam &Mev Address key to move 701 Western Avenue your cursor- Mavbg Address do not use the Glendale CA 91201 return key. CWrown State Zip Code 818244.8080 °' Phone Number Fax Number(Napplicable) 2 Representative{rf any): Romn,Segal and Harrington Fim George W Atkins, Ill Note: Coated Name E-Mail Address Before 59 Federal Street Completing this MORM Address Torukcal r n load youSafeco MA 01970'470 Conservstion Cuyrroam Slate Zip Cade Commisslon 978.744-0350 978744-7493 regard'mg any Phom Number Fax Number(if applii ") mu nioval bylaw or oMinanoe. 3. Property Owner(if different from applicant): 1. EHM Realty Trust(2 Goodhue St) 2. Clayman Realty Limited Partnership(12 Goodhue St.) Name 1.45 Mason Street,Salm, MA 01970 2.PA. Bw 5532 Bever Fames, MA 08915 ktaTtri� A '^ (see above) MA CRyfT=n State Zip Code 4. TOW Few $1575.00 (from Appendbc B:Wetland Fee TrammRtal Form) 5. Project rotation: 2 and 12 Goodhue Street Salem Street Address Cityrrown Map 15 Lot 301 (i2 Goodhue)and Lot 300(12) Assesses MaptRat Number Parcel rWt Number 6- Registry of Deeds: South Essex 276 and 228 250130/174966 Comdy Book Pada Nos. 59700 and 49996 Cerwicata(if Registered Land) wpNerm3,Ux.rw,1Yr6ga Pape m a Massachusetts Department of Environmental Protection DEP F&Number Bureau of Resource Protection -Wetlands WPA Form 3 - Notice of intent rtry DEP Massachusetts Wetlands Protection Act M_G.L. c. 131. §40 Town A. General Information (cont.) 7_ Summary of project impacts: a. Is any work being proposed in the Buffer Zone? ® Yes if yes, cola many square feet? 28,050 square reel ❑ No b. List the impacts of proposed activities on each wetland resource areas(temporary and permanent impacts, prior to restoration and mmitrgation). Resource Area Sae of Impact(e g.,sq.ft,) Riverhont Area(Redevelopment Project) 61.700 sq.fL Land Subject to Coastal Storm Flowage 100,500 NA. B. Project Description 1. General Project Description: Phase 1-Cleanup: It is proposed to remove up to 1500 cubic yards of petroleum-contaminated soil in an area in the vicinity of the concrete vertical wall that maintains North River in its channel. Phase II-Construction of a 3-story 88,238 sq. ft. storage facility with associated paved parking and drivm landscaping,and lighting 2. Plan and/or Map References: Proposed Public Storage Facility, Salem, Massachusetts Store Number 99383 05/09/02 Title Dere, Site Pian for Release Abatement Measure (Figure 2) 05!02 Tile DFS weerwmSauc•re..+2/7590 - pegeYae Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA Form 3 - Notice of Intent Provided by DEP LA,I P Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town C. Activities Subject to Regulation 1, a. Check the applicable resource areas if work is to be conducted in an associated Buffer Zone: hdand Resource Arm Coastal Resource Areas ❑ Inland Bank ❑ Coastal Beach ❑ Barrier Beach ❑ Bordering Vegetated Wetland(SW ❑ Rocky Intertidal Shore ❑ Coastal Dune ❑ Salt Marsh ® Coastal Bank It. Complete tot all pkroposed activities located, In adtole or in part,in Welland Resource Area(s), Inland Resource Areas: Bordering Vegetated Wetlands: Bordering Land Subject to Flooding: Square Feet stored Volume of Flood Stowage Lem(curble reaty Square Feet replaced Volume of Flood Storage Compensagon(cubic feet) Land Under Water Bodies= Isolated Land Subject to Flooding: Square Feet atered Volume of Flood Storage Lost(cubic feet) Cubic Yards dredged Volume of Flood Storage compensation(cubic feet) Bank: Luvow Feet atered Coastal Resource Areas: Coastal Dune: Land Under Salt Pond: square Feet atered Square Feet altered Cubic YardsNolume removed Cubic Yards dredged Salt Marsh: Rocky Intertidal Zone: square Feet aberedtie Feet sacred Coastal Bank: Designated Port Area: -a- Lineor feel altered Square Pam atered .wttmtiaoc-Lew t3,sao ieagc3m8 LIMassachusetts Deparonent of Environmental Protection DEP File Number: Bureau of Resource Protection-Wetlands wPA Form 3 - Notice of intent byDEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town C. Activities Subject to Regulations (coni.) Fish Run: Land Containing Shellfish: Linear Feat altered square Feet altered Land Subject to Coastal Storm Flowage: Beach. 100,500 Square Feet altered Square Feet altered Land Under Ocean: Square Feet eaered Cubic Yards dmdpd Riverfront Area: a. Name of Waterway(if available): North River Canal b. Widal of Riverhont Area(chedc one)_ ❑ 25 fL-Designated Densely Developed Areas only ❑ 100 fL-New agriculbural projects only �f 200 ft. -All other projects c Describe tomer the Mean Annual High-Vilater Une was determined: Survey shots were taken on the high-water stains observed on the vertical concrete sidewails of the canal d. Distance of proposed activity closest to the Mean Annual High-Water line: Approx 2 feet(restoration of degraded RA by turf estabrishment is proposed up to the canal walls) Feet e. Total area of Riveftnt Area on the site of the proposed project: 61,700 Square Feet f Proposed alteration of the RWeAYont Area: 61.700 28,050 33.650 Total Square Feet Square Feet within 100 ft. Sure Feetbebveen 100 it and 200 ft. Gepea d8 Massachusetts Departmerrt of Environmental Protection DEP File Number Bureau of Resource Protection-Wetlands WPA Form 3 - Notice of Intent Prowled by DSP Massachusetts Wetlands Protection Act M_G_L c_ 131, §40 row C. Activities Subject to Regulation (cont.) 2. Check all methods used to delineate the Bordering Vegetated Wetland(SVW)boundary: ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP(attached) ❑ DEP BVW Field Data Form(attached) ❑ Final Detertninatim of Applicability issued by Conservation Commission(attactn d) ❑ Other Methods for Determining the BVW boundary(attach documentation): ❑ 50%or more wetland Indicator plants ❑ Saturatedrnundated conditions exist ❑ Groundwater indicators ❑ Direct observation ❑ Hydric soil indicators n Credible evidence of conditions prior to disturbance. 3. . a. Is any portion of the proposed project located in estimated habitat as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program? © Yes if yes,include proof of mailing or hand delivery of NCI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife Route 135,North Drive Westborough, MA 01581 ® No Date of Map b. is any portion of the proposed projectwithin an Area of Critical Environmental Concern(ACEC)? Yes If yes,provide name of ACEC(see Appendix D for ACEC locations); ACEC ® No c_ Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act(M.G.L.c. 131,§40A)or,the Coastal Wetlands Restriction Act(M.G.L c. 130,§ 105)? ❑ Yes ® No .oaramaao�•re..�znsoo Pdgu 5 al a Massachusetts Department of Errvironmental Protection DEP Vile Number: Bureau of Resource Protection -Wetlands WPA Form 3 - Notice of Intent ` Provided by DEP Massachusetts Wetlands Protection Act M.G.L_ C. 131, §40 Trnm D. Performance Standards 1. Is any portion of the proposed activity eligible to be treated as a fimited project subject to 310 CMR 10.24 or 310 CMR 10.537 ❑ Yes If yes,describe which limited project applies to this project Urnited Pro)ect ® No 2_ Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the wetlands regulations, 310 CMR 10.00. ® Yes If yes.describe which exemption applies to this project; 10.58(5)Redevelopment within previously developed RiveAront Areas. Exen"on ❑ No 3 a. Is the project located in the RiverfrontArea? ® Yes If yes,indicate the proposed project purpose: ❑ Single Family House ❑ Industrial Development ❑ Residential Subdivision ® Commercial Development ❑Transportation ❑ Other(describe) b_ Was the lot where the activity is proposed created prior to August 1, 199V ® Yes ❑ No 4. a. Describe how the project will met all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location_Attach narrative and supporting documentation. b. Is this project exempt from the DEP Stormwater Policy? ❑ Yes If yes, explain why the project is exempt:: ® No H no, stortmerater management measures are required.Applicants are encouraged to complete Appendix C:Stomiwater Management Form and submit it with this form. .rp�am3.aac•rer.,711SN0 P�jeBO/B NARRATIVE Project Summary Public Storage Inc. is proposing the construction of a self-storage facility at 2 & 12 Goodhue Street in Salem, Massachusetts. An 98,238 square foot, three-story building is proposed,and associated parking and loading spaces_ The new storage facility will be located at the intersection of Goodhue Street and Bridge Street,in Salem,Massachusetts.The site is rectangular in shape and is bounded by Goodhue Street to the west,Bridge Street to the south,private property to the Notch,and the North River Canal to the east The site is approximately 2.86 acres. The proposed building will be orientated with its front fascia parallel to the Bridge Street R.O.W. boundary.A receivinglloading area will be located to the east of the building and a parking area will be located to the west of the building,adjacent to the entrance from Goodhue Street Existing Site Uses The existing site is comprised of two parcels. The 12 Goodhue Street portion of the project site currently contains a 3,042 square-foot brick building and a 1,936 square-foot wooden building. Both of these structures are vacant and are surrounded by what was a parking lot/driveway area at one time. The present surface of this arca consists of deteriorated asphalt pavement,densely compacted gravel and send vegetated hardpan soil_ The 2 Goodhue Street portion of the project site is a vacant lot with a semi-vegetated hardpan soil surface containing two flush catch basins,which drain to the storm sewer in Bridge Street_ Description of Proposed Cleanup Work Pan of the proposed project involves removal and remediation of petroleum impacted soil on a portion of the site at 12 Goodhue Street in Salem,MA(Figure 1)as part of a Release Abatement Measure (RAM, Appendix A) in compliance with the Massachusetts Contingency Plan(MCP)(310 CMR 40.0000). This cleanup work is described as pan of this Notice of Intent (NOI) submittal in accordance with Massachusetts Wetlands Protection Act (MWPA)(MGL CIL 131, s.40) and its Regulations(3 10 CMR 10.00)_ The North River forms the northeasterly property boundary. The remediation area is within Rivm-front Area and Buffer Zone to the Coastal Bank. According to the Federal Emergency Management Agency (FEMA)Flood Insurance Rate Map for Salem, Parcel# 250102-0001 B (August 5, 1985),much of the site lies within the 100-year flood plain of North River. Because it is subject to inundation caused by coastal storms up to and including that caused by the 100-year storm,it falls within the definitionof Land Subject to Coastal Storm Flowage(LSCSF)(310 CMR 10.04). The cleanup areas and Resource Areas are shown on the attached Site Plan(Figuie i). Existing Conditions The property is an abandoned industrial facility with various historical uses that are documented in the attached RAM plan_ The land is primarily unvegetated as is typical of developed urban centers.The remediation project is within a previously heavily disturbed and compacted Riverfront Area, and buffer to Coastal Bank. The Riverfrout area is not in a natural condition since the North River at this location has been channelized by stone and concrete retaining walls. The proposed site site will now be managed under a RAM plan under the MCP that is subject to review and approval by the Massachusetts Department of Environmental Protection(DEP).This work is a precursor to redevelopment of this site. Proposed RAM Activity The proposed project is to remove up to 1500 cubic yards of petroleum-contaminated soil in an area in the vicinity of the concrete vertical wall that maintains North River in its channel_ The specific protocol for removing the soil is detailed in the attached RAM plan. In addition to the detail given in the RAM Plan, the river retaining wall will be evaluated by an engineer to ensure that the limit of the excavation is kept to a sufficient distance and appropriately sloped to ensure the wall's integrity_ Approximately 3,400 square feet of previouslydisturbed Riverfront area is included in the project. Since the entire area is within the 100-feet-wide Buffer Zone to Coastal Bank of the North River, removal of the soil will impact approximately 3,400 square feet of Buffer Zone. The RAM plan(0000*,A)also calls for the removal of a tank,`Abandoned Concrete UST' as shown on Figgie.2. This tank is within the 100-year floodplain of the North River, and therefore within a jurisdictional area subject to the Wetlands Protection Act (310 CMR 10.00). The tank is referred to in the RAM (page 3) as the "Abandoned Concrete UST" and is located adjacent to the former boiler building. The general description of the tank removal work to be performed is located on pages 3-4 in the RAM plain. I WPA FORM 3—Notice of Intent D_ Performance Standards 4.a. The proposed Public Storage Development project at 2 and 12 Goodhue Street, Salem MA meets the General Petforrnance Standards for Land Subject to Coastal Storm Flowage. In addition,though some of the work involved takes place in a Buffer Zone of a Coastal Bank,no alteration of the Coastal Sank is proposed. 1_ The North River Canal is Subject to Tidal Action in this area. The Fling site is level urban land that includes two one story buildings that will be demolished, and has been intensely developed for over 200 years. The flood storage capacity of the area will not be diminished by the Proposed developmtent. 2. The proposed work within Land Subject to Coastal Storm Flowage is not Proposed in a trapped Floodway area,and will not restrict flows to cause an increase in flood stage or velocity. 3_ The proposed work within Land Subject to Coastal Storm Flowage will not adversely affect protection of wildlife habitat,nor will it impair the capacity of the land to provide important wildlife habitat functions. The land in its present state is all previously developed urban industrial land. 11 consists primarily of deteriorated asphalt and gravel,and is occupied by two one-story buuldurgs. The proposed development includes providing a pervious, landscaped buffer between 30 and 140 feet in width along the length of the canal. This buffer will include turf and wild grass establishment,as well as planting more than 25 white spruce trees and various shntbs. It represents a significant improvement over the existing site conditions. Prior to remedial work in the project area, silt fences will be erected as shown on the project plans. These erosion control devices will be maintained throughout the duration of the project and until loamed and seeded areas are stable. The result of the cleanup effort will be an improvement to the conditions in the Rivzdrout area and Buffer Zone to Coastal Bank. Summary of]Proposed Activity The project is a cleanup of contaminated sail in accordance with a RAM plan to be conducted pursuant to the MCP. Previously disturbed Riverfront Area, and Buffer Zone to Coastal Bank, and Land Subject to Coastal Storm Flowage will be temporarily minimally impacted by the cleanup work The proposed development work within Land Subject to Coastal Storm Flowage is not proposed in a mapped Floodway area, and will not restrict flows to cause an increase in flood stage or velocity. There will be an improvement tv the emring condition of these wetland resource and related areas,thus, the applicable public interests designated in Ni G. L. Chapter 131, Section 41 are protected. We ask the Salem Conservation Commission to find that the proposed cleanup work under the RAM plan and the subsequent development represents insignificant impact under the interests of the Wetlands Protection Act, and permit the project to proceed as described in this document and ia';:the attaclieel,plans; .� _ � �.. 1 I i _ �Y _ _ - - Engineering Summary Report for a proposed Public Storage Facility Project location: 2 & 12 Goodhue Street City of Salem, Massachusetts Prepared for Submission to: City of Salem Conservation Commission June 8, 2001 Revised September S,2001 Revised April 29,2002 1 I� Prepared by: BL Companies 355 Research Parkway 1Meriden, CT 06450 Phone: (203) 630-1406 Fax: (203) 630-2615 Prepared For: Public Storage, Inc. 701 Western Avenue, Suite 200 Glendale, CA 91201-2397 Engineering Summary Report 0413012002 Public Storage,Inc. City of Salem,MA Table of Contents Tonic Pa e Introduction 3 Existing Site Conditions General Site Information 3 Existing Drainage Patterns 3 Developed Site Conditions General Site&Utility Information q Proposed Drainage Design 5 Results Summary Assumptions 5 Analysis Methodology 5 Stormwater Drainage Flows 6 Conclusions/Recommendations 6 Figure 1 7 Site Location Map Appendix A g Existing Hydrologic Calculations Appendix B 9 Proposed Hydrologic and Hydraulic Calculations Appendix C 10 Existing and Proposed Site Drainage Maps l F:/iobsOO10OC862/docsleng_rep-07-29-02.doc Page 2 Engineering Summary Report 04/30/2002 Public Storage,Inc. City of Salem,MA Introduction The purpose of this report is to present the City of Salem with sufficient information on the technical aspects of the proposed project, to develop an understanding of the planned work as well as to review the potential impacts and proposed mitigation that is intended to be in full compliance with the City regulatory codes and practical needs. Existing Site Conditions General Site Information The 2.86-acre property in question(herein after referred to as "the project site") is comprised of two lots located at 2 and 12 Goodhue Street which form the parcel on the corner of Goodhue Street and Bridge Street (Route 107) in the City of Salem, Massachusetts. In addition to its respective south and east frontages on these streets, the project site is bounded to the west by a vacant industrial building and to the north by the North River Canal. There are no wetlands on the project site. The project site is located within flood hazard areas A and C as depicted on the local FEMA flood insurance rate map. A U.S.G.S. quadrangle map of the project site and the surrounding area is presented in Figure 1 on page 7 of this report. The 12 Goodhue Street portion of the project site currently contains a 3,042 square-foot brick building and a 1,936 square-foot wooden building. Both of these structures are vacant and are surrounded by what was a parking lot/driveway area at one time. The present surface of this area consists of deteriorated asphalt pavement, densely compacted gravel and semi-vegetated hardpan soil. The 2 Goodhue Street portion of the project site is a vacant lot with a semi-vegetated hardpan soil surface containing two flush catch basins, which drain to the storm sewer in Bridge Street. The project site falls within the Business Park District(BPD) and an Entrance Corridor Overlay District. All required utilities are available and adequate for the proposed development. Existing Drainage Patterns As shown on the sheet entitled "Existing Site Drainage Map", (sheet ED-1, Appendix C), the existing site topography and layout indicate that the existing project site can be divided into six separate drainage areas. Stormwater runoff within areas 3, 4 and 6 flows to existing catch basins on site which ultimately drain to the North River Canal while areas 1 and 2 drain to the adjoining property to the north and into Goodhue Street respectively before eventually draining to the canal. Runoff within area 5 flows to a low point where it"ponds"until it has infiltrated and/or evaporated. F.ljobs00/000862/docs/eng_rep-01-29-02.doe Pa$e 3 Engineering Summary Report 04/30/2002 Public Storage,Inc. Ciry of Salem,MA _ Developed Site Conditions General Site & Utility Information �- The project proposes to demolish two existing buildings and construct a 90,636 S.F., three-story storage building. The fagade of the proposed building shall include traditional New England elements and features, designed to complement the surrounding local architecture. The site will be landscaped with various plant species native to the area to screen certain aspects of the development, such as the trash enclosure, while complementing the new structure to make for an aesthetically pleasing location in the city. Plantings will also be placed between the site exit driveway and the North River Canal as a natural buffer. An extension of the existing pedestrian sidewalk is proposed along Goodhue Street. External site lighting shall consist of 150-watt building mounted and 250-watt pole mounted high-pressure sodium(BPS) lights that will only be operated during normal business hours. The proposed light fixtures are shielded to provide adequate illumination for customers and prevent glare upon surrounding properties. Vehicle access to the project site will be from Goodhue Street,which is presently one-way in this location. Once on site, vehicles may either make a right tum only exit back onto Goodhue Street ' or enter the secured parking/loading/unloading area on the northeast side of the building by entering a code into the keypad for the security gate. Vehicles exit this area through the same security gate and leave the site either from the Goodhue Street driveway or the exit only driveway, located at the northeast comer of the facility, onto Bridge Street. Areas have been provided for the storage of snow removed from the site during the winter months. Should accumulations exceed the capacity of the areas provided, the snow shall be placed on the other side of the ornamental fence encompassing the rear of the parking/loading ' /unloading area. Existing water, sanitary,power, communication and gas services are accessible to the project site. Connection of all proposed utilities shall be verified with the respective agencies and be performed according to their specifications and standards as well as within the respective guidelines of the City of Salem, Massachusetts. The sanitary line from the proposed building ' will connect an existing sanitary sewer system located on the site upon verification of its exact v location, size and condition. The remaining utility services shall be connected along Goodhue Street to minimize any adverse affects to the traffic flow of the surrounding area during construction. All aspects of the proposed development described above are illustrated in the site plan package accompanying this report. ,I F*#obs00/000862/docs/eng_rep-01-29-02.doc Page 4 Engineering Summary Report 04/30/2002 Public Storage,Inc. City of Salem,MA i Proposed Drainage Design The proposed stormwater drainage system has been designed and analyzed for 2, 25 and 100- year storm events. It consists of standard Massachusetts catch basins, various sizes of HDPE (high-density polyethylene)pipe and a stormwater quality control structure. The proposed drainage areas used in this analysis are shown on sheet PD-1, entitled"Proposed Site Drainage Map", located in Appendix C. The system collects the runoff generated on the portion of the site encompassed by proposed drainage areas 1 through 7 and routes it through the stormwater quality structure before draining into an existing manhole on Bridge Street. From this point, the runoff ultimately drains to the North River Channel via an existing 36"reinforced concrete pipe. The runoff from the remaining area of the site, (proposed drainage areas 8 and 9), follows the existing,pre- development drainage patterns by flowing southeast into existing catch basins along Bridge Street and flowing northwest off site into the North River Canal. The proposed stormwater quality structure has been sized, according to the Massachusetts Wetland Protection Act, to treat the first 0.5 inches of runoff entering the proposed system. These volumes and the associated calculations appear in Appendix B. Results Summary Assumptions The following conservative assumptions were made in order to perform a complete analysis of the pre and post development drainage conditions: J • An average runoff coefficient of 0.75 was used when calculating the existing site stormwater drainage flows based on the previously described current surface conditions of the site. Runoff coefficient values of 0.9 and 0.3 were used when analyzing the proposed site drainage conditions for paved/impervious and lawn/landscaped areas respectively. The proposed roof drainage was calculated with a value of 0.95. • The existing 36"storm sewer pipe that the proposed stormwater system drains to within Bridge Street has adequate capacity for the additional volume from the project site. Approximately 1.10 acres of the site currently drains directly to this system through three existing flush catch basins along the southeast side of the project site. Analysis Methodology The existing stormwater drainage flows were calculated manually for the 2, 25 and 100-year storm events using the Rational Method, existing site information presented on sheet ED-1, and data obtained using the Seeley Chart and the Boston IDF(intensity, duration, frequency) curve '� F:/jobs00/OOC862/docs/eng_rep-01-29-02.doc Pages Engineering Summary Report 04/3012002 Public Storage,Inc. Ciry of Salem,MA from the Massachusetts Highway Design Manual. These flows are listed below and are presented in Appendix A with the associated calculations. In addition to employing the same methods used for determining the existing flows, the StormCADTII Storm Sewer Design &Analysis computer program by Haestad Methods was also used to quantify the proposed stormwater drainage flows and to design the proposed storm drainage system. This program also used the Rational Method to calculate the flow volumes. These flow volumes were then routed through the system using the Manning Equation to obtain data used to size the pipes and set the inverts to eliminate flooding during either of the three storm events. Resulting discharges from the proposed storm drainage system are listed below and are presented in Appendix B with both the manual calculations and the hydrologic and hydraulic results produced with StormCADTM. Stormwater Drainage Plows(cfs) ~r Storm Event 2 year 25 year 100 year Existing 6.71 10.19 12.38 Proposed * 7.50 11.10 13.76 i 'r values indicate sum of"total intercepted 11ov/'values from StormCADT"output files Conclusions/Recommendations As shown in the calculations presented in this report, the post-development storm water discharges from the site are similar than that which presently exists. The additional stormwater i retained on site due to this reduction in runoff will serve to improve the aquifer recharge rate in this area. The output data obtained from the StormCADTM program, located in Appendix B, shows that the design of the proposed system is adequate and will prevent flooding for each of the three storm events analyzed. In conclusion, all of the requirements of the City of Salem, its Conservation Commission and the Massachusetts Department of Environmental Protection have been fully met with regard to the stormwater drainage system. f '� F.Ijobs00/0OC862/docs/eng_rep-01-29-02.doc Page 6 4�r " ��. a>� � �Ow �' "fir :-•� ///c Ip..e` i '°a.. err �� ^ ... ��✓ 01 MZAAE WON AN. " IN lob Moll- m '� 1R ® wAll d: gi Kprp� MEN RM � EEO- �g gal ORN Ila 0! IN 2,1 LIPS .moi �b � _` �" � G4Y''� F, s w�xivz . II • r 1 ,am 40 , ,' ' O 66"fawa non 114 NA 3 � p e1H1bo, n�w mri map 41 rg I Vv l[KrOTA I Eel - • A®� pp0 0 p. Engineering Summary Report 0413012002 Public Storage,Inc. City of Sale.,MA Appendix A Existing Hydrologic Calculations .1 `i �i 1 I 1 F.1jobs00/00C862/docs/eng_rep-01-29-02.doc Page 8 Existing Site Storm Drainage Calculations For The 2, 25, And 100 Year Storm Events existing drainage area area(A) overland flow distance average slope duration-Tc(min) rainfall intensities(in/hr)-from Boston OF(intensity,duration,frequency)curves (see sheet ED-1) (Acres) (feet) (%) (from Seeley Chart) 2 year storm event 25 year storm event 100 year storm event E.D.A.#1 0.80 156 0.50 6.7 3.8 5.8 7.0 E.D.A.#2 0.47 224 0.50 7.9 3.6 5.5 6.7 E.D.A.#3 0.60 182 0.85 6.7 3.8 5.8 7.0 E.D.A.#4 0.22 90 2.43 5.0 4.1 6.0 7.5 E.D.A.#5 0.67 157 1.40 5.5 4.0 5.9 7.4 E.D.A.#6 0.28 227 0.79 7.5 3.7 5.6 6.8 using the Rational Method, Q= CiA where: Q=flow in cubic feet per second(cfs) C=runoff coefficient(estimated value of 0.75 used for current site conditions) i=rainfall intensity(obtained using Tc values and Boston OF curve) A=drainage area(acres) existing drainage area storm water runoff flow generated(Q) (see sheet ED-1) 2 year storm event 25 year storm event 100 year storm event E.D.A.#1 2.28 .3.48 4.20 E.D.A.#2 1.27 1.94 2.36 E.D.A.#3 - 1.71 2.61 3.15 E.D.A.#4 0.68 0.99 1.24 E.D.A.#5 2.01 2.96 3.72 E.D.A.#6 10.78 1.18 1.43 total existing storm water flow FROM•site(cfs) 16.71 1 10.19 12.38 runoff generated in existing drainage area#5 ponds on site refer to sheet entitled"Existing Site Drainage Map"(ED-1)for current site topography,drainage area layout and overland flow paths JOB 9� �J.1� t.�u j°-rn Ai V, t SHEET N0. OF e , , CALCULATED BY DATE Pmpanies CHECKED BY DATE SCALE (�' t.) A� s��c (i•1 T� fes) N 6 �,2 7,.5 oefiewd vs,.+f.. Bos n 70: 51 S boa y 26 Z 2' 2S r 2 J f8 1, 2 / 2. Z Alo 1 3 1, 60 K O{6 's 01 t, 16 T7 ), 33 F/VW S, 7q 79 10;67 Crum $,�t f 2 8. 01 �' ,. � aa1 f v, TPUE OF CONCENTRATION (Overland Flow Only) ( SEELEY CHART ) 1000 Ei7f� �2 900 35 fi 800 700 E' ( , 600 1 0 500 1 400 5 CLAY 300 - ; BARE EARTH GRAVEL 20 200 - 9 18 \9' THIN GRASS \; 1T. \� vi 100 AVERAGE GRASS - / 5 . • 90 \ , 2 14 1 80 70 ow DENSE 6ws -/ U1MER BRUS / 5 13 . 60 FOREST LTIT - �. 10 u. �i 32 50 20 E- 11 G 40 I30 �� 9 20 8 Example "A" - 200' 2% Slope Average grsae - Time l6j Min. "BT - S001; 1% Slope Paved - Time 8z Min. 7 10 126 . A 12\ E 1 HYDRAULICS and SOLID WASTE the HARTFORD GRADUATE CENTER 1 ® 10-22 n==== Drainage and Erosion Control 10.0 9.0 8.0 I i 7.0 6.0 5.0 4.0 FF 3.0 ,Po rF 2.0 s0 rF RS s rgRs 1.5 ��rF9Rs s rF,gS o1.0 -- r 4'RS FREQUENCY (YRS. ) L RS 9 M .8 a 7 m .55 � L U c .4 } U) Z 2 W z J J Q .1 Z .09 .08 W .07— .06 --- .05 7.O6.0s I ' .04 � .03 ' I .01 5 6 7 8 9.1 7 0 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 21 (MINUTES) DURATION (HOURS) Figura 10-4. Intensity — Duration — Frequency ' Curve for Boston, MA Engineering Summary Report 04130/2002 Public Storage,Inc. 1 City of Salem,MA - 1 Appendix B Proposed Hydrologic and Hydraulic Calculations I i 1 1 1 i 1 1 1 1 1 i 1 F.I obs00/00C862/docs/eng_rep-0/-29-02.doc Page 9 iM r =11 M r I M M r r IIIA � M M r " Proposed Site Storm Drainage Calculations For The 2, 25, And 100 Year Storm Events proposed drainage area impervious area(A) pervious area(A) duration rainfall intensifies(in/hr)-from Boston OF(intensity,duration,frequency)curves see sheet PD-1 total"CA" ( ) (Acres) runoff coeff. (C) (Acres) runoff coeff. (C) Tc(min)" 2 year storm event 25 year storm event 100 year storm event P.D.A.#1 0.14 0.90 0.01 0.30 0.1290 5 - P.D.A.#2 0.06 0.90 0.04 0.30 0.0660 5 " P.D.A.#3 0.12 0.90 0.03 0.30 0.1170 5 - P.D.A.#4 0.19 0.90 0.00 0.30 0.1710 5 - P.D.A.#5 0.04 0.90 0.00 0.30 0.0360 5 4.1 6.0 7.4 P.D.A.#6 - 0.03 0.90 0.00 0.30 0.0270 5 P.D.A.#7 0.70 0.95 0.00 0.00 0.6650 5 P.D.A.#8 0.08 0.90 0.13 0.30 0.1110 5 P.D.A.#10 0.34 0.90 0.00 0.30 0.3060 5 P.D.A.#9 0.00 0.90 1.14 0.30 0.3420 18 2.4 "Tc values from Seeley Chart using the Rational Method, Q= CiA where: Q=flow in cubic feet per second(cfs) C=runoff coefficient(tabulated values of:0.95 for roof tops,0.90 for concrete and asphalt pavement,0.30 for lawns,planting beds,etc.) i=rainfall intensity(obtained using To values and Boston OF curve) A=drainage area(acres) proposed drainage area storm water runoff flow generated(Q) (see sheet PD-1) 2 year storm event 25 year storm event 100 year storm event P.D.A.#1 0.53 0.77 0.95 P.D.A.#2 0.27 0.40 .0.49 P.D.A.#3 0.48 0.70 0.87 P.D.A.#4 0.70 1.03 1.27 P.D.A.#5 0.15 0.22 0.27 P.D.A.#6 0.11 0.16 0.20 P.D.A.#7 2.73 3.99 1 4.92 P.D.A.#8 0.46 0.67 0.82 P.D.A.#10 1.25 1.84 2.26 P.D.A.#9 0.82 - 1.33 1.71 total proposed storm water flow from site(cfs) 7.50 11.10 13.76 Stormwater Quality Control Structure (WQS) Treatment Volumes volume to be treated(ft')/(gal)=area(ft)x associated runoff coefficient(C)x rainfall(0.5 in.for first flush treatment) flows from P.D.A.#1 through P.D.A.#7 treated by WQS#1 structure volume(ft) volume(gal.) WQS#1 2,198 16,442 refer to sheet entitled "Proposed Site Drainage Map"(PD-1)for proposed site topography and drainage area layout Scenario: Base 1 ' I-10 1 SITE Pf2EA(REAR) 4SITE DRAINAGE(REAR) J= CL csa I� CB,3 UNE 4 ? M+1 UvE 6 rCB-1 OFI HALFROOF2CB5cmRONT) CB-6 TSITE DRAINAGE(FRCNT) UNE 9 NK1S-1 d - G �o IXCB-1 1. Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer.CHRIS FRANCIS f:\jobs00\OOc862\hydro\2yr 04-29-02.stm Barakos Landino Design Group StormCAD v4.1.1 (42014] 04/29/02 05:47:20 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Base Combined Pipe\Node Report 1 Label Upstream Downstream Length Upstream Upstream Inlet Upstream Upstream Calculated Node Node (ft) Inlet Rational Inlet System CA Area Coefficient CA (acres) (acres) - (acres) LINE 2 HALF ROOF CB-2 80.00 0.38 0.95 0.36 0.36 LINE 1 CB-1 CB-2 126.00 0.15 0.86 0.13 0.13 LINE-1 1-10 CB-4 27.00 0.34 0.90 0.31 0.31 LINE 3 CB-2 CB-3 80.00 0.10 0.66 0.07 0.56 LINE 6 HALF ROOF MH-1 80.00 0.38 0.95 0.36 0.36 LINE 5 CB-4 MH-1 29.00 0.19 0.90 0.17 0.48 LINE 4 CB-3 MH-1 150.00 0.15 0.78 0.12 0.67 ' LINE 7 MHA CB-5 72.00 N/A N/A N/A 1.51 LINE 8 CB-5 CB-6 103.00 0.04 0.90 0.04 1.55 LINE 9 CB-6 WQS-1 76.00 0.03 0.90 0.03 - 1.57 ' LINE 11 WQS-1 EXCB-1 15.00 N/A N/A N/A 1.57 P-12 SITE AREA SITE DRAINAGE(FRONT) 5.00 0.21 0.53 0.11 0.11 P-11 SITE AREA SITE DRAINAGE(REAR) 7.00 1.14 0.30 0.34 0.34 1 i 1 Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS f:\jobs00\00c862\hydro\100yr 04-29-02.stm Barakos Landino Design Group Sto"CAD v4.1.1 [4.2014) 04/30/02 02:13:50 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Base Combined Pipe\Node Report ' Upstream Inlet Section Full Average Upstream Downstream Constructed Description Rational Flow Size Capacity Velocity Invert Invert Slope (cfs) (cfs) (ft/s) Elevation Elevation (ft/ft) (ft) (ft) ' 2.71 12 inch 4.73 5.40 10.87 9.67 0.015000 0.97 12 inch 2.73 2.37 10.22 9.59 0.005000 2.30 12 inch 3.93 3.91 8.57 8.29 0.010370 0.50 15 inch 5.19 4.74 9.49 9.05 0.005500 2.71 12 inch 4.73 5.40 11.12 9.92 0.015000 1.28 12 inch 4.75 4.74 8.19 7.75 0.015172 0.88 15 inch 6.26 4.70 8.95 7.75 0.008000 N/A 24 inch 15.55 5.48 7.65 7.36 0.004028 0.27 24 inch 17.41 5.75 7.26 6.74 0.005049 0.20 24 inch 17.33 5.75 6.64 6.26 0.005000 N/A 24 inch 17.90 5.78 6.16 6.08 0.005333 1 0.83 18 inch 35.98 4.58 14.00 13.50 0.100000 1.73 18 inch 30.41 5.15 14.00 13.50 0.071429 1 f Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS f:\jobs00\OOc862\hydro\100yr 04-29-02.stm Barakos Landino Design Group Sto"CAD v4.1.1 [420141 04/30/02 02:13:50 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1_203-755-1666 Page 2 of 2 Scenario Base ----------- »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. ' Gravity subnetwork discharging at SITE DRAINAGE (FRONT) _____ _ _ _ ____________________ ' »» Info: Loading and hydraulic computations completed successfully. »» Warning: SITE DRAINAGE (FRONT) Pipe crown is above structure. »» Warning: SITE AREA (FRONT) Flooding is occurring. Calculations continue with hydraulic grade reset. »» Warning: SITE AREA (FRONT) Pipe crown is above structure. »» Warning: P-12 Pipe fails minimum cover constraint. »» Info: Subsurface Analysis iterations: 3 ) »» Info: Convergence was achieved. Gravity subnetwork discharging at: EXCB-1 ________ _______________________________________________ ' »» Info: Loading and hydraulic computations completed successfully. »» Info: LINE 1 Hydraulic jump formed. »» Info: LINE 1 Critical depth assumed upstream. I »» Info: LINE 4 Hydraulic jump formed. »» Info: LINE 4 Critical depth assumed upstream. »» Warning: LINE 7 Pipe fails minimum slope constraint. - »» Info: LINE 5 Hydraulic jump formed. »» Info: LINE 5 Critical depth assumed upstream. >>>> Info: LINE-11 Hydraulic jump formed. >>>> Info: LINE-11 Critical depth assumed upstream. ' »» Info: Subsurface Analysis iterations: 2 >».> Info: Convergence was achieved. ' Gravity subnetwork discharging at: SITE DRAINAGE: (REAR) »» Info: Loading and hydraulic computations completed successfully. »» Warning: SITE DRAINAGE (REAR) Pipe crown is above structure. - »» Warning: SITE AREA (REAR) Flooding is occurring. I Calculations continue with hydraulic grade reset. >>>> Warning: SITE AREA (REAR) Pipe crown is above structure. >>>> Warning: P-11 Pipe fails minimum cover constraint. CALCULATION SUMMARY FOR SURFACE NETWORKS Label I Inlet I Inlet Total Total I Capture I Gutter Type I I Intercepted I Bypassed Efficiency Spreac I I Flow I Flow (8) (ft) .I (cfs) (cfs) -------------------I--------------- ---------------------- ------------- ---------- ------------ _______ ' I C13-6 I Generic Inlet Generic Default 1005 0.11 0.00 100.0 I 0.0c CB-5 Generic Inlet Generic Default 1008 0.15 0.00 100.0 I 0.0c CB-3 Generic Inlet I Generic Default 100% 0.50 0.00 I 100.0 I 0.0( CB-2 Generic Inlet Generic Default 1008 - 0.28 0.00 100.0 I 0.0c CB-1 Generic Inlet I Generic Default 1008 I 0.55 0.00 100.0 0.0c CB-4 Generic Inlet I Generic Default 1008 0.72 I 0.00 100.0 0.0c Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS f:\jobs00\OOc862\hydro\2yr 04-29-02.stm Barakos Landino Design Group Sto"CAD v4.1.1 [4.2014] 04/30/02 02:08:06 PM O Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 3 HALF ROOF 1 Generic Inlet Generic Default 100& 1.53 0.00 100.0 0.0c HALF ROOF 2 Generic Inlet Generic Default 100& 1.53 0.00 100.0 0.0C I-10 Generic Inlet Generic Default 1008 1.30 0.00 100.0 0.0C SITE AREA (FRONT) Generic Inlet Generic Default 100% 0.47 0.00 100.0 0.0( SITE AREA (REAR) Generic Inlet Generic Default 1008 0.85 0.00 100.0 . 0.0( ___________________________ ______________________________________________________________________ CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: EXCB-1 ' Label Number Section Section Length Total Average Hydraulic Hydraulic of Size Shape (ft) System Velocity Grade Grade Sections ( Flow (ft/s) Upstream Downstream (cfs) (ft) (ft) __ _________ __________ ________ ________ __________ ----------- _________-- LINE 10 1 24 inch Circular 15.00 5.73 4.76 7.01 6.87 LINE 9 l l 24 inch Circular 76.00 5.79 4.76 7.49 7.06 LINE 8 1 24 inch Circular 103.00 5.78 4.76 - 8.11 7.53 ' LINE 7 1 24 inch Circular 72.00 5.70 4.55 8.49 8.20 LINE 4 1 15 inch Circular 150.00 2.61 3.75 9.60 8.49 LINE 5 1 12 inch I Circular 29.00 2.00 3.62 8.79 8.49 LINE 6 1 12 inch Circular 80.00 1.53 4.52 11.64 10.31 LINE 3 1 15 inch Circular 80.00 2.18 3.94 10.08 9.62 LINE-11 1 12 inch Circular I 27.00 1.30 3.37 9.05 8.79 LINE 1 1 12 inch Circular 126.00 0.55 2.05 10.53 10.08 LINE 2 1 12 inch Circular 80.00 ( 1.53 4.52 11.39 ( 10.06 1 ----------------------------------------------------------------------------------- Label Total Ground Hydraulic Hydraulic 1 System Elevation Grade Grade Flow (ft) I Line In Line Out (cfs) (ft) (ft) _____________ -------- -----------'-----------'___________ ' EXCB-1 5.72 12.89 6.87 6.87 WQS-1 5.73 13.00 7.01 7.01 CB-6 5.79 13.25 7.49 7.49 CB-5 5.78 13.50 8.11 8.11 ' MH-1 �. 5.70 14.00 8.49 8.49 CB-3 2.61 13.78 - 9.60 9.60 CB-4 2.00 13.25 8.79 8.79 HALF ROOF 2 �. 1.53 14.75 11.64 11.64 ' CB-2 2.18 13.50 10.08 10.08 I-10 �: 1.30 15.00 9.05 9.05 CB-1 0.55 13.72 10.53 10.53 HALF ROOF 1 �, 1.53 14.75 ( 11.39 11.39 ________________________________________________- CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: SITE DRAINAGE (FRONT) ' Label Number Section Section ( Length Total Average Hydraulic Hydraulic of Size Shape (ft) System Velocity Grade Grade Sections Flow (ft/s) Upstream Downstream (cfs) (ft) (ft) __________ _________ __________ ________ ________ __________ ___________I____________ P-12 l 18 inch Circular 5.00 0.47 4.12 14.25 13.64 ------------- _______________________________________________________________-____________---- Label Total Ground Hydraulic Hydraulic ' System Elevation Grade Grade Flow (ft) Line In Line Out (cfs) (ft) (ft) ----------------------- -------- ----------- ----------- ----------- ' SITE DRAINAGE (FRONT) 0.47 0.00 13.64 13.64 SITE AREA (FRONT) 0.47 14.00 14.00 14.00 Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS 1:\job500\00c8621hydro\2yr 04-29-02.stm Barakos landino Design Group StormCAD v4.1.1 [4.2014] 04/30/02 02:08:06 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 3 --------------------------------------------------------- CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: SITE DRAINAGE (REAR) \ Label Number Section Section Length Total Average Hydraulic Hydraulic of Size Shape (ft) System Velocity Grade Grade Sections Flow (ft/s) Upstream Downstream (cfs)- (ft) (ft) ' - ------ ---------- --------- ---------- -------- -------- ---------- ----------- ------------� P-11 1 18 inch Circular 7.00 0.85 4.48 14.34 13.70 _____________________________ __________I________-________I__________I_________ ' Label Total Ground Hydraulic Hydraulic System Elevation Grade Grade Flow (ft) Line In Line Out ' (cfs) (ft) (ft) SITE DRAINAGE (REAR) 0.85 0.00 13.70 13.70 SITE AREA (REAR) 0.85 14.00 14.00 14.00 _____________________ Completed: 04/30/2002 02:08:01 PM 1 I 1 Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS f:\jobs00\OOc862\hydro\2yr 04-20-02.stm Barakos Landino Design Group StormCAD v4.1.1 [4.2014] 04/30/02 02:08:06 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 - Page 3 of 3 Scenario: Rase=-_____-_—_____—_________________________—__--__ »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. Gravity subnetwork discharging at: SITE DRAINAGE (FRONT) ----------------------------------------------------------------- »» Info: Loading and hydraulic computations completed successfully. »» Warning: SITE DRAINAGE (FRONT) Pipe crown is above structure. »» Warning: SITE AREA (FRONT) Flooding is occurring. Calculations continue with hydraulic grade reset. »» Warning: SITE AREA (FRONT) Pipe crown is above structure. »» Warning: P-12 Pipe fails minimum cover constraint. ' >>>> Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. ------------- ' Gravity subnetwork discharging at: EXCB-1 --_ ___ __ ______ -_- »» Info: Loading and hydraulic computations completed successfully. »» Info: LINE 1 Hydraulic jump formed. »» Info: LINE 1 Critical depth assumed upstream. 1 »» Info: LINE 4 Hydraulic jump formed. »» Info: LINE 4 Critical depth assumed upstream. »» Warning: LINE 7 Pipe fails minimum slope constraint. »» Info: LINE 5 Hydraulic jump formed. ' >>>> »» Info: LINE 5 Critical depth assumed upstream. >> Info: LINE-11 Hydraulic jump formed. »» Info: LINE-11 Critical depth assumed upstream. ' »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. Gravity subnetwork discharging at SITE DRAINAGE (REAR) »» Info: Loading and hydraulic computations completed successfully. »» Warning: SITE DRAINAGE (REAR) Pipe crown is above structure. »» Warning: SITE AREA (REAR) Flooding is occurring. ' Calculations continue with hydraulic grade reset. »» Warning: SITE AREA (REAR) Pipe crown is above structure. >>>> Warning: P-11 Pipe fails minimum cover constraint. CALCULATION SUMMARY FOR SURFACE NETWORKS Label Inlet Inlet Total Total Capture Gutter Type Intercepted Bypassed Efficiency Spreac Flow Flow (8) (ft) (cfs) I (cfs) ------------------- --------------- ---------------------- ------------- ---------- ------------ ------- CB-6 Generic Inlet Generic Default 1008 0.16 0.00 100.0 0.0c CB-5 Generic Inlet Generic Default 1008 0.22 0.00 100.0 0.0( CB-3 Generic Inlet Generic Default 1008 0.71 0.00 100.0 0.0c CB-2 Generic Inlet Generic Default 1008 0.40 0.00 100.0 0.0c ' CB-1 Generic Inlet Generic Default 1008 0.78 0.00 100.0 0.0c CB-4 Generic Inlet Generic Default 1008 1.03 0.00 100.0 0.0c Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS f:\jobsOO\OOc862\hydro\25yr 04-29-02.stm Barakos Landino Design Group Storm CAD v4.1.1 [4.2014] 04/30/02 02:07:34 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 3 HALF ROOF 1 Generic Inlet Generic Default 100% 2.18 0.00 100.0 0.0[ HALF ROOF 2 Generic Inlet Generic Default 100% 2.18 0.00 100.0 0.0( I-l0 Generic Inlet Generic Default 100% 1.85 0.00 100.0 0.0c SITE AREA (FRONT) Generic Inlet Generic Default 100% 0.67 0.00 100.0 0.0C SITE AREA (REAR) Generic Inlet Generic Default 100% 1-35 0.00 100.0 O.00 _________________________________________________________________________________________________________ CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: EXCB-1 Label Number Section Section Length Total Average Hydraulic Hydraulic ' Of Size Shape (ft) System Velocity Grade ( Grade Sections Flow (ft/s) Upstream Downstream ' (cfs) (ft) (ft) ---------- --------- ---------- --------I--------I---------- ----------- ____________ LINE 10 1 24 inch Circular 15.00 8.69 5.38 7.21 7.07 LINE 9 1 24 inch Circular 76.00 8.76 5.37 7.70 7,27 LINE 8 1 24 inch Circular 103.00 8.71 5.37 8.31 7.74 LINE 7 1 24 inch Circular 72.00 8.58 5.12 8.71 8.40 LINE 4 l 15 inch Circular 150.00 3.90 4.28 9.75 8.71 LINE 5 1 12 inch I Circular 29.00 2.87 4.20 8.92 8.71 LINE 6 1 12 inch Circular 80.00 2.18 5.04 11.75 10.40 LINE 3 1 15 inch Circular 80.00 3.26 4.43 10.22 9.77 LINE-11 1 12 inch Circular 27.00 1.85 3.75 9.15 8.92 LINE 1 1 12 inch Circular 126.00 0.78 2.23 10.59 10.22 LINE 2 1 12 inch Circular 80.00 2.18 5.04 11.50 10.15 __-___------------- -----------------------------------------------------------"-------______ Label Total Ground Hydraulic Hydraulic ' System Elevation Grade Grade Flow (ft) Line In Line Out (cfs) (ft) (ft) I__ --------I-----------'----------- ___________� ' EXCB-1 8-68 12.89 7.07 7.07 WQS-1 8.69 13.00 7.21 7.21 CB-6 8.76 13.25 7.70 7.70 CB-5 8.71 13.50 8.31 8.31 ' MH-1 8.58 ( 14.00 8.71 8.71 CB-3 3.90 13.78 9.75 9.75 CB-4 2.87 13.25 8.92 8.92 HALF ROOF 2 2.18 14.75 11.75 11.75 ' CB-2 3.26 13.50 10.22 10.22 I-10 1.85 15.00 9.15 9.15 CB-1 0.78 13.72 10.59 10.59 HALF ROOF l 2.18 14.75 11.50 11.50 "' "----------------' -- CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: SITE DRAINAGE (FRONT) ILabel Number Section Section Length Total Average Hydraulic Hydraulic of Size Shape (ft) System Velocity Grade Grade Sections Flow (ft/s) Upstream Downstream (cfs) (ft) (ft) ---------- --------- ---------- ________ ________ __________I_-_________'____________ P-12 1 18 inch Circular 5.00 0.67 4.40 14.30 13.67 ________________________________________________________________________-______-_---_------- Label Total Ground Hydraulic Hydraulic System Elevation Grade Grade Flow (ft) Line In Line Out (cfs) (ft) (ft) ----------------------- -------- ----------- ----------- ___________I ' SITE DRAINAGE (FRONT) I 0.67 0.00 13-67 13.67 SITE AREA (FRONT) 0-67 14.00 14.00 14.00 Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS f:\jobs00\OOc862\hydro\25yr 04-29-02.stm Barakos Landino Design Group Sto"CAD v4.1.1 [4.2014] 04/30/02 02:07:34 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 3 -------------------------------------------------------------------- 1 CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: SITE DRAINAGE (REAR) Label Number Section Section Length Total Average ( Hydraulic Hydraulic ' of Size Shape (ft) System Velocity Grade Grade _ Sections Flow (ft/s) Upstream Downstream (cfs) (ft) (ft) 1 ---------- --------- ---------- -------- -------- ------ ----------- ----------- P-11 1 18 inch Circular 7.00 1.35 4.91 14.44 13.76 _________ . _____________________________________________________________________________ 1 Label Total Ground Hydraulic Hydraulic - System Elevation Grade Grade Flow (ft) Line In Line Out 1 (cfs) (ft) (ft) SITE DRAINAGE (REAR) 1.35 0.00 13.76 13.76 SITE AREA (REAR) 1.35 14.00 14.00 14.00 __ _-______ Completed: 04/30/2002 02:07:28 PM________________________________ 1 1 i 1 i i 1 1 1 1 Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS 1 f:\jobs00\000862\hydro\25yr 04-29-02.stm Barakos Landino Design Group StormCAD v4.1.1 [4.2014] 04/30/02 02:07:34 PM ID Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 3 Scenario: Base___________________________________________________ »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. Gravity subnetwork discharging at SITE DRAINAGE (FRONT) _____________________ __________________________________ 1 »» Info: Loading and hydraulic computations completed successfully. »» Warning: SITE DRAINAGE (FRONT) Pipe crown is above structure. »» Warning: SITE AREA (FRONT) Flooding is occurring. Calculations continue with hydraulic grade reset. »» Warning: SITE AREA (FRONT) Pipe crown is above structure. »» Warning: P-12 Pipe fails minimum cover constraint. »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. Gravity subnetwork discharging at: EXCB-1 ____________________________________________________ ___ »» Info: Loading and hydraulic computations completed successfully. »» Info: LINE 1 Hydraulic jump formed. »» Info: LINE 1 Critical depth assumed upstream. ' »» Info: LINE 4 Hydraulic jump formed. »» Info: LINE 4 Critical depth assumed upstream. »» Warning: LINE 7 Pipe fails minimum slope constraint. >>>> Info: LINE-11 Hydraulic jump formed. »» Info: LINE-11 Critical depth assumed upstream. »» Info: Subsurface Analysis iterations: 2 »» Info: Convergence was achieved. Gravity subnetwork discharging at: SITE DRAINAGE (REAR) »» Info: Loading and hydraulic computations completed successfully. »» Warning: SITE DRAINAGE (REAR) Pipe crown is above ' structure. »» Warning: SITE AREA (REAR) Flooding is occurring. Calculations continue with hydraulic grade reset. »» Warning: SITE AREA (REAR) Pipe crown is above structure. »» Warning: P-11 Pipe fails minimum cover constraint. CALCULATION SUMMARY FOR SURFACE NETWORKS ' Label Inlet Inlet Total Total Capture Gutter Type Intercepted Bypassed Efficiency Spreac ' Flow Flow (&) i (ft) (cfs) (cfs) CB-6 Generic Inlet Generic Default 1008 0.20 0.00 100.0 0.0C CB-5 Generic Inlet Generic Default 1008 0.27 0.00 100.0 0.0C ' CB-3 Generic Inlet Generic, Default 1008 0.88 0.00 100.0 0.0C CB-2 Generic Inlet Generic Default 1008 0.50 0.00 100.0 0.0C CB-1 Generic Inlet GenericDefault1008 0.97 0.00 100.0 0.0C CB-4 Generic Inlet Generic Default 1008 1.28 0.00 100.0 0.0C HALF ROOF 1 Generic Inlet Generic Default 100% 2.71 0.00 100.0 0.0( HALF ROOF 2 Generic Inlet I Generic. Default 1008 2.71 0.00 100.0 0.0C Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS f:\jobs00\OOc862\hydro\100yr 04-29-02.stm Barakos Landino Design Group Sto"CAD v4.1.1 [4.2014] 04/30/02 02:06:59 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 3 I-10 I Generic Inlet Generic Default 100% I 2.30 I 0.00 I 100.0 0.0C SITE AREA (FRONT) ( Generic Inlet Generic Default 100% I 0.83 I 0.00 100..0 0-0C - SITE AREA (REAR) I Generic Inlet Generic Default 100% I 1.73 I 0.00 100.0 0.0C __________________________ _________________________-_____-__-_--______________________________ ' CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: EXCB-1 Label I Number Section Section Length Total I Average Hydraulic Hydraulic ' I of Size Shape (ft) I System Velocity Grade Grade Sections I Flow (ft/s) Upstream I Downstream I I I (cfs) (ft) (ft) ---------- --------- ----------I-------- -------- ----------I-----------I____________I ' I LINE 10 I 1 24 inch Circular I 15.00 10.90 5.78 I 7.34 I 7.22 LINE 9 1 24 inch Circular I 76.00 11.00 5.75 I 7.83 7.42 LINE 8 1 24 inch Circular 1103.00 10.95 I 5.75 I 8.45 7.89 LINE 7 1 24 inch Circular 72.00 10.78 5.48 I 8.87 8.54 LINE 4 1 15 inch Circular 1150.00 4.89 I 4.70 9.85 8.87 LINE 5 1 12 inch Circular ( 29.00 3.57 I 4.74 9.06 8.87 LINE 6 1 12 inch Circular 80.00 - 2.71 I 5.40 11.83 10.46 LINE 3 1 15 inch Circular 80.00 4.08 I 4.74 10.32 9.87 ' I LINE-11 1 12 inch Circular 27.00 2.30 I 3.91 9.22 9.06 LINE 1 1 12 inch Circular 126.00 0.97 I 2.37 10.63 10.32 LINE 2 1 12 inch I Circular 80.00 2.71 5.40 11.58 I 10.21 ------------------------------------------------------------------------------------------------- ' Label I Total I Ground I Hydraulic I Hydraulic System Elevation I Grade I Grade Flow I (ft) I Line In Line Out ' I I (cfs) I (ft) I (ft) -------------I--------I-----------I -----------i___________I EXCB-1 10.88 12.89 7.22 I 7.22 WQS-1 I 10.90 13.00 7.34 7.34 CB-6 11.00 I 13.25 7.83 7.83 CB-5 10.95 13.50 8.45 8.45 MH-1 I 10.78 I 14.00 8.87 8.87 CB-3 I 4.89 I 13.78 9.85 9.85 ' I CB-4 I 3.57 I 13.25 9.06 9.06 HALF ROOF 2 1 2.71 I 14.75 11.83 11.83 CB-2 I 4.08 13.50 10.32 10.32 ' I I-10 I 2.30 15.00 9.22 9.22 CB-1 I 0.97 13.72 10.63 10.63 HALF ROOF 1 1 2.71 14.75 11.58 11.58 ------------------------------------------------------------ CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: SITE DRAINAGE (FRONT) ' I Label Number Section Section I Length Total I Average Hydraulic Hydraulic of Size Shape I (ft) System velocity Grade Grade Sections Flow (ft/s) Upstream Downstream ' (cfs) (ft) (ft) P-12 1 1 18 inch I Circular 5.00 0.83 4.58 14.34 13.69 ----------------------------------------------------------------------------------------------- ' I Label Total I Ground Hydraulic Hydraulic I System Elevation Grade I Grade I Flow (ft) Line In I Line Out I (cfs) (ft) I (ft) ----------------------- -------- -----------I-----------I___________I SITE DRAINAGE (FRONT) 0.83 0.00 13.69 13.69 SITE AREA (FRONT) 0.83 14.00 14.00 14.00 ------------ ________.-______________---________-__-____________-_______ Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS ' fAjobs00\OOc862\hydro\t 00yr 04-29-02.stm Barakos Landino Design Group Storm CAD v4.1.1 [4.2014] 04/30/02 02:06:59 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 3 CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: SITE DRAINAGE (REAR) ' Label Number Section Section Length Total Average Hydraulic Hydraulic Of Size Shape (ft) System velocity Grade Grade ' Sections Flow (ft/s) Upstream Downstream (cfs) (ft) (ft) __________I_________ __________ ________ ________ ----------I----------- ____________I P-11 l l 18 inch Circular 7.00 1.73 5.15 14.49 13.80 ____ ______________________________ _________________________________ ___ ' Label Total Ground ( Hydraulic Hydraulic ' System Elevation Grade Grade Flow (ft) Line In Line Out (cfs) (ft) (ft) I __ ____________ ________ ___________ ___________I___________ SITE DRAINAGE (REAR) 1.73 0.00 13.80 13.80 SITE AREA (REAR) 1.73 14.00 14.00 14.00 ________________________________________________________I___________I Completed: 04/30/2002 02:06:45 PM =------------------------------ 1 Title:SALEM PUBLIC STORAGE DRAINAGE CALCULATIONS Project Engineer:CHRIS FRANCIS ' f:\jobsO0\00c862\hydro\1 00yr 04-29-02.stm Barakos Landino Design Group StormCAD v4.1.1 14.20141 04/30/02 02:06:59 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 3 Engineering Summary Report 04130/1001 Public Storage,Inc. ' City of Salem.MA Appendix C Existing and Proposed Site Drainage Maps ' F.IjobsOO10OC862/docsleng_rep-01-29-02.doc Page 10 yq�MO�Y � Q � GRG�F RD o �P�o e�\oG� 5� e0 SITE 6U STOy ST LOCATION Concretg pm`�� 2� Apr% �' GENERAL NOTES 1. NORTH ARROW AND BEARINGS REFER TO THE MASSACHUSETTS STATE PLANE CQ S Qy� �p� `Z c do / COORDINATE SYSTEM AND ARE BASED ON PLAN REFERENCE A. w Site Benchmark ¢ CFti , t 2. ELEVATIONS AND CONTOURS ARE BASED ON CITY OF SALEM DATUM 6 / Not% in Pole � V � Elev.=15.31' (MEAN LOW WATER DATUM). o Z � / O � '( v _ OPS % oo /// / 3. LOCATIONS BASED ON FIELD SURVEY BY BL COMPANIES ON DECEMBER 19-21, 2000. 0 O0 / �Oa _ � Iron Pin (Set) _ : .� ; ( ) 4. PROPERTY IS LOCATED IN FLOOD HAZARD m FL Z D ZONE A (AREA OF 700 YEAR FLOODING) p 0 JgCKS P / 6 . iter° AND FLOOD HAZARD ZONE C (AREA OF MINIMAL FLOODING) AS DEPICTED N / c e ON F.LR.M. COMMUNITY-PAN N Ln � Sj / EL 0. 250102 00018 DATED: AUGUST 5, 1985 FLOOD ZONE LINE DEPICTED IS BASED ON GRAPHIC PLOTTING FROM F.I.R.M. MAP. z u) / / / MECO \ F+; �o0 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY > LOCATION MAP \ c\a / // X552 \ B fOpa�ue INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES t O, .s� THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN o SCALE: 1" = 800' I V / / Fec \ �o'io,• rf mf THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES ~a NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT `, \ T LOCATION INDICATED THOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE 0 /� o� \ f; \ 200' RIVER FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED o / // G,o \ o°R \ THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONFIRM THE LOCATION % FRONT AREA OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. m� ea ' `' / LIMIT OF LANDNIF \1 HENRY A CLAYMAN GEORGE S. CLAYMAN oa SUBJECT TO COASTAL TRUSTEES OF H & G REALTY 71RUST gra MECO STORM FLOWAGE TAX P RCE G 2J22 100' BUFFER ZONE Z X551 - \\ \ TO COASTAL BANK aDeteriorated Asphalt/ \ Grovel Pavement Surface \ ` o t _ a \ \ \\ - - �'- - z = x Y = �• N�F \� /l J < w J 0 J CLAYMAN REALTY LIMI ED PARTNERSHIP / o o a BK. 13252 G. 577/ \ ¢/CLCB ❑ Wood Post AR = \ \ 7=13.23' Elec. Outlet 102,311 SQ.FT. / Bot. Sump= 4' OR 2.3 t ACRES �� \ o r `� TAX PA CEL 15-300 \ \ \ raw// ! \\ \ \ \ 11.91 PLAN REFERENCES I /NET&T \\ Parcel 3 per \ \ � /// 14 \ � Tit/e Commitment � \ \ ' \ 12.4 Drill Hole (Set) A. THE COMMONWEALTH OF MASSACHUSETTS PLAN OF ROAD IN THE CITY OF SALEM, // \ / ` _ - \ Con \ro.w ESSEX COUNTY, ALTERED AND LAID OUT AS A CITY HIGHWAY BY THE DEPARTMENT oo / `\ ` \ las �° Po n.62 OF PUBLIC WORKS; Scale: 1"=40'; DATED: MAY 9, 1990 AND RECORDED IN PLAN ooyQ o \ / \ . 0\ BOOK 262 AS PLAN 30. - - / \ •°y�o 140 _S MH Deteriorated As halt \ oC 00 B. nCEPLA44//4496-A DATED MARCH 1913 AND FILED WITH ORIGINAL CERTIFICATE OF n // B Water TFa--L13r7 / p a \ -G 00 CLCB Ci / Grovel Pavement Surface u.6 // \�a W In v=10.2'(0?)` \ O TF=14.40' � •B-4 , `<, _ _ _ _ Inv-10.7'(ln)4" Pvc C. L.C. PLAN y3989-B DATED JANUARY 1919 AND FILED WITH ORIGINAL CERTIFICATE QJ a ��1�// - - MECO Deteriorated As alt/ \ Tow j p OF TITLE #2708. CL �\ St. MH / U 550 MECO Grovel Pavement urface r \\ •B-1 B-3 11'26 ® w L D. L.C. PLAN #3989-C DATED SEPTEMBER 25, 1958 AND FILED WITH CERTIFICATE OF TF=14.22' o / 1550-1 / _ - ' �` • o co C TITLE #27914. �QJ Filled w Sil i f - l \ Y = O w �\ -7 SILTATION - •J Q a m M E. SITE PLAN OF LAND IN SALEM MASS., SCALE:1"=30; DATED: JANUARY 4, 1990; �'�� / / / \ ' Brush / To// •� ' \i /,�•B-7 B-2 CONTROL Q a Ln CO o � PREPARED BY HAYES ENGINEERING, INC. � / Gr °ss Imo' - Taw 0 CD M ro u F. PLAN OF LAND IN SALEM MASS., SCALE:1"=30': DATED: JANUARY 17, 2001; / / / EXs °-V O I 11.67 O PREPARED BY BL COMPANIES, MERIDEN, CT \ / /t / / 390737 J\ y7 BCa &I star J \ \\ Exlstf I 4 Q O p Q:� a ' odh41 9 ng O ro.w Z z 0 H (� 0 / BC I \\ FFE,r4 a street / W0001 B ne St y / 12.12 �.;,,_ 0_ C=J O w"2 LEGEND �° B,`t\ Apron JJ I FFE_ s;ng M W-3j/ IL 4 U) o 5< co \\ 7 TB-5 T. W. 12. Property Line J _ l Gron. Mon I \ - J ppole / B• 6 i/ raw Z N Q. L 3 P y (Fd) \ \ J No # 12.88 W Water Line 12. ' I \Il T.o.w G Cos Line /� �¢P ( Y \ / MH ` APPROXIMATE EXTE f 1117 / I 7F=14.91' l v T Telephone Line ,a. o / Zy \ OF RAM EXCAVATIQ� C) r° W E Electric Line �� I / I �/ L.C. Plan X4496-A \ ` O Overhead Wires u, •w��Q // ` � -- - Grease' Trap/ `\ Parcel 1 per \ // // TB-7V2. w O O O Chain Link Fence �aQ 1 \ F/ / / J Title Commitment \ / .H M 0 W = z a0 / J / l \ � to T.o w. h Q ABANDONED 1 13.+0 U 4 Utility Pole V - - \ V) ¢tt Utility Pole W/Light S I / / / CONCRETE UST \ / ti� NET&T Lot 2 1. \ \ u h W oUj Light Po% I / / I \ 12.9 ~ 6�. A'390-2 l L.C. Plan /3989-1C Deteriorate Asphalt/ C 1 Z Z W N a tl) CB❑ Catch Basin 1 I l w/Riser #2 Goodhue Street\ I Grovel PaveZent Surface � � h W ~ W F-- 0p MHO Monho% / / p` , •�� I CLCB Vacant Land 1 ` Of Of F- �° / 1 TF=12.95' T.a w ,� � Q F- 6 1 Bot. Sump=6.9' N/F h (n © Cleanout / / l V / • I 1a 61 W N W (Filled w/Woter)�Heroot STEPHEN W. HALEY, TRUSTEE O rcel 2 per 1990 Lcyout Q W O 00C Water Gate / ;� •� \ ¢___=� THE E.M.H. REALTY TRUSiT- - - �\ Tit/ Commitment \See Plan Ref. A I Q m O = o� kj Gas Gote Vo ` Gra Min wlPi�er \\ �B-CMP J CLCB \\ - \ J/r \\ tee, Q Q I_- Q Q v Sign ,ti ' Fd \ CERT. NO. 59700 DOC. N0.-2k130_ TF=1231' \ - _ \- / \ w W O N c /l O \ \ E 1 Inv.=6.8 1 I \ \ ro.w (n _I (/) Siltation Con trot o / AREA= - o - 1291 O CV \ \ CCB - - � \ �� Q Q O BoringLocation / TF=13.67' 22,083 SQ.FT. CCB I I - Lij O a ® \\ Inv-9.4' OR 0.507 ACRES TF=13.53' i I CCB J Porc B" 12� _1 J N o c j O Monitoring We// Location 4 \ \ TAX PARCEL 15-301 Inv=8.4' J3.09' LG Plon 989-8 Inv-4.3' o :: Q \ Gran, Mon - - ` 1990 Lo),ou Inv=8.2' �o (Fd) \ Chain Link Fence Conc M .(Fd) 0 1 -i �,�/ Conc Wolk n ' > Concrete Conc Wolk Aron Conc WC/ CO 5911 . RCp c000 O Z Q I o /fl / \ °? ` rGronite Curb X12" cp Pron -- �'v- _ _ - 'S6 / R` SPP Z z Q (n \ z \ 7 - - - - - _ - __ _ COnO Woi �D lI Hole Q n O z ?"Rc - _ _ �onite N u / \ \ P _ -St MH 30" Rcp TF MH / 36" �cp- e+, - - - - _ _ _ _ =Cures - / o / Soo' ? / TF=1298' �- _ St MH (Set) / r. r \ / �F==1356' \ _-/ z cQ / Bot. Sum�7=5.0 TF=1289' - \ ro.w. _j < / J S ` z �/ Bot. Sump=5.6' J / .. n. °� _ \ p% s 39=m'-ae' w 1990 Lo ut B efine - - - - a N (Fd) Bot. Sump=4.T \ \ 1 .66 a J J M _ 1 - - - - ondoned1_ - - -__ , Bross Plug Fd -S leeve 24=Sonifory ^ - - / - \\ 9 e ) (� �- 57` Sleeve 24' Sonitor I� -- - _ - \ 2' CIS Streetline u' I r B` Water no ( Y _ - _ - -�\_� _ - _ Sanito Y' / / 7 f 8" Water - 24 / G 6" HP Gas / 1 E E - - o ' / ' Granite Curb / Granite C r L o Pore, . - . - . - .r_ o% �� - v 0 y? No { 0 \ sr. 135+47.85- o '' ax S1 m Dd 'n ?ba w Rlser w Rlser Nail (Fd) DRAWING NUMBER: I St. 5+54.66(Owlue St.) q V' 1V '' B p3 > o Bridge (Route 107) a o (PublicLn Variable Width) ,A 4110 �• GrOoir6 Lr) � urb ! 0 30 15 0 30 60 di M SCALE: 1" = 30' SHEET NUMBER: w 1 i AFY "C - k NgRMo �° 0 5� Ny �Ro o 0S1 ORAGI: Ro rG+T 0R\OGS FACIL41 SITE 6 317E +vr%Ir'�' LOCATION 9U OSTO�y ST LOCATION 4+ev 8, JJ�JTTa o c•Q Pv0 �O r i � � +,� STORE NUABER 0707383 Sr 2 AND 12 GOOD STREET A� �.A LOCATION MAP WTERSECTION OF GOODHUE STREET AND BRIDGE STREF,...T LOCATION 2MAP SCALE: 1 = 800 CITY OF SALEM, MASSACHUSETTS y PREPARED FOR. PUBLIC STORAGE INC. 11 .11 65�1 L PUBLIC STORAGE architecture & design 701 Western Avenue, Suite 200 Glendale, California 91201-2397 Tel: 818 244-8080 PREPARED BY1 FOR PERMITTING ONLY CONTENTS NOT FOR CONSTRUCTION AL-1 ALTA/ACSM LAND TITLE SURVEY Companies DM-1 DEMOLITION PLAN SP-1 SITE PLAN ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE GU-1 GRADING AND UTILITY PLAN LAND SURVEYING ENVIRONMENTAL SCIENCES ANALYTICAL SERVICES EC-1 EROSION CONTROL PLAN LP-1 SITE LIGHTING PLAN 355 RESEARCH PARKWAY DEVELOPER\OWNER: LL-1 LANDSCAPE PLAN MERIDEN, CONNECTICUT 06450 PUBLIC STORAGE INC. DN-1 DETAIL SHEET (203) 630-1406 (203) 630-2615 Fax Glendale, Western Avenue, Suite 200 Glendale, California 91201-2397 DN-2 DETAIL SHEET Tel: 818 244-8080 DETAIL SHEET DN-4 DETAIL SHEET DN-5 DETAIL SHEET DATES o Do I ISSUE DATE, 09-05-01 > REVISED, 05-09-02 r. U .. W J 0 Q ' U THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES i + TITLE COMMITMENT INFORMATION TITLE COMMITMENT INFORMATION TITLE COMMITMENT RECORDING STATUS ygRM o g REFERENCE NUMBER REFERENCE DESCRIPTION ON PLAT TITLE RECORDING STATUS �N> c O� 0 O� EXCEPTION 5 DOC. 229657 NOTICE AS TO DISPOSAL OF HAZARDOUS WASTE NOT PLOTTABLE COMMITMENT REFERENCE DESCRIPTION R0� Q0 g'� REFERENCE NUMBER ON PLAT C: RD r*1 �\OOE DOC. 254459 STREET LINES 10401 201 SPECIAL PERMIT BY THE CITY OF SALEM BOARD OF APPEAL TO OWN AND OPERATE A 8 EXCEPTION 6 / U) PLAN BK 262 ORDER OF TAKING FOR STREET LAYOUT BY THE DEPARTMENT OF PUBLIC WORKS PLOTTED AS PER LAYOUT EXCEPTION 5 NOT PLOTTABLE SITE eOSTON � LOCATION PLAN 30 LEASE FROM AMERICAN HIDE AND LEATHER TO THOMAS O'KEEFE A BOAT STORAGE AND SERVICE BUSINESS Companies EXCEPTION 7 DOC. 5768 NOT PLOTTABLE EXCEPTION 6 10449/7 ORDER OF TAKING FOR STREET LAYOUT BY THE DEPARTMENT OF PUBLIC WORKS FOR ALTERATION STREET LINES FR OF THE STREETLINE ALONG BRIDGE AND GOODHUE STREETS. PLOTTED AS PER LAYOUT ARCHITECTURE ST 5� REFERENCE: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 0022-1977 (B) DATED: JANUARY 25, 2001 ENGINEERING `o� ORDER OF TAKING OF A TEMPORARY EASEMENT FOR GRADING PURPOSES BY THE DEPARTMENT PLANNING EXCEPTION 7 DOC. 324021 DOES NOT AFFECT LANDSCAPE ARCHITECTURE .16' e�o tion °y OF HIGHWAY EXPIRED OCTOBER 1998. LAND SURVEYING °c REFERENCE: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 0022-1977 DATED: DECEMBER 18, 2000 ENA ANALYTICAL SERVICES VIRONMENTAL ES �OConcrete T / 4 Apr/ UTILITY INFORMATION GENERAL NOTES 355 Research ParkwayMeriden,CT 06450 (203)630-1406 / GAS: 1. NORTH ARROW AND BEARINGS REFER TO THE MASSACHUSETTS STATE PLANE (203)630-2615 Fax WATER COORDINATE SYSTEM AND ARE BASED ON PLAN REFERENCE A. KEYSPAN ENERGY SALEM WATER DEPARTMENT/DEPT. PUBLIC WORKS Q v i c Site Benchmark 201 RIVERMORE STREET 5 JEFFERSON AVENUE r O c F �� Nall in Pole WEST ROXBURY, MASSACHUSETTS SALEM, MASSACHUSETTS 01970 2. ELEVATIONS AND CONTOURS ARE BASED ON CITY OF SALEM DATUM 00 ✓A �c° m j� / Elev.=15.31' (617) 742-8400 (978) 744-3302 (MEAN LOW WATER DATUM). O 3 N S o c 0/ TELEPHONE: SEWER: ijt T / o f / 3. LOCATIONS„ BASED ON FIELD SURVEY BY BL COMPANIES ON DECEMBER 19-21, 2000. VERIZON-NEW ENGLAND SOUTH ESSEX SEWER DISTRICT LOCATION MAP I / cO6e, Iron Pin (Set) 185 FRANKLIN STREET 50 FORT AVENUE 4. PROPERTY IS LOCATED IN FLOOD HAZARD ZONE A (AREA OF 100-YEAR FLOODING) P jj/ o^ '�\fO'P BOSTON, MASSACHUSETTS 02107 SALEM, MASSACHUSETTS 01970 AND FLOOD HAZARD ZONE C (AREA OF MINIMAL FLOODING) AS DEPICTED (800) 870-9999 (978) 744-4550 ON F.I.R.M. COMMUNITY-PANEL NO. 250102 00018 DATED: AUGUST 5, 1985 a j 8 SCALE: 1 = 800 ELECTRIC: CABLE: FLOOD ZONE LINE DEPICTED IS BASED ON GRAPHIC PLOTTING FROM F.I.R.M. MAP. �� ,; / J \\ �?S BULK AREA REQUIREMENTS LINE TABLE 0 MECO I yrs MASSACHUSETTS ELECTRIC ATT BROAD BAND 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY #552 \ \\ e ,r�9 hie 55 REARFOOT ROAD 28 TRAVIS STREET INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES f oc Do ` \ q( O� Sr NORTHBOROUGH, MASSACHUSETTS, 01532 ALLSTON, MASSACHUSETTS, 02134 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTIU71ES IN LINE BEARING LENGTH 6�G%a0 SrOPPt (800) 322-3233 617 787-6616 THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES 1 a f 9 l NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION: 2 dt 12 GOODHUE STREET Ll S 65'-16-34 W 6.50' / / / " •� \ \ LOCATION INDICATED THOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE SALEM, MA L2 N 19'-03'-27" W 10.83 71' wG O / ° \ FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED L3 N 23'-57-51" W 53. wR / I o aria \ THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONFIRM THE LOCATION ZONE: BPD (BUSINESS PARK DEVELOPMENT) L4 N 29'-08'-19" W 35.64 0� // Gr PP OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. L5 N 28'-33-57" W 23.15' /3 �'o; ENTRANCE CORRIDOR OVERLAY L6 N 26'-56-36 W 21.17 / /N N 58'-55'-11'-E- 2.66 �� ,ac �/ /�% ��, \ \ LEGAL DESCRIPTION ITEM REQUIREMENTS La N 24'-31 -30 W 1.47 4,c den j,. /Q ,� N/F 12 GOODHUE STREET MINIMUM LOT AREA 40,000 S.F. // _ \ ��? HENRY P. CLAY74AN & GEORGE S CLAYMAN n` rca / \ \\ 3298 >3• IRUSTEEBK.F6354 PG REALTY 32 TRUST PARCEL 1 MINIMUM LOT WIDTH 150' VO MECO Deteriorated Asphalt/ \ \ TAX PARCEL 16-372 WESTERLY BY GOODHUE STREET ONE HUNDRED FORTY-FOUR AND 48/100 (144.48) FEET; #551 / Gravel Pavement Surface \\ tom\ NORTHERLY BY LAND NOW OR FORMERLY OF JULIE HELBURN ET AL THREE HUNDRED FORTY-ONE Q MINIMUM FRONT SETBACK 50' PARCEL AREA / / i �G e Pd AND 63/100 (341.63); w MINIMUM SIDE SETBACK 30' 3 / ^ \ P J �\ EASTERLY AND BY A CANAL ABOUT TWO HUNDRED TWENTY-SIX (226) FEET; '- NORTHERLY W `°c / • / r� \ _ __.. ._._ MINIMUM REAR SETBACK 50' #2 GOODHUE STREET 22,083 SQ. FT. 0.507 ACRES Q /� o D N \ \ \- -12 / Q I: / 8 / EASTERLY BY THE WESTERLY UNE OF BRIDGE STREET ONE AND 14/100 (1.14) FEET; (n #12 GOODHUE STREET 102,311 SQ. FT. 2.349 ACRES do "� v�/ ni 'r\ a" ^ CLAYMEN REALTY LIMITED PARTNERSHIP \ / ,I MAXIMUM BUILDING HEIGHT 50 ,i � / \ � � � � TOTAL 124,394 SQ. FT. 2.856 ACRES c /rO / BK. 13252 PG. 577 \ / SOUTHEASTERLY BY THE NORTHWESTERLY UNE OF BRIDGE STREET NINETY-THREE AND 03/100 (93.03) Z 0 ij° ❑ Wood Post AREA= ��\ \ FEET; AND W MAXIMUM LOT COVERAGE 45% 2 CL CB � \ Q W Elec. Outlet \ 7 7F=1323' 102,311± SQ.FT. \ \ \ SOUTHWESTERN FORTY (40) FEET; AND J 3 / / Bot. Sump=9.4' OR 2.349± ACRES \ \\ \ 0 Q // ' �`"^•• \ \ Tow SOUTHERLY THREE HUNDRED FIFTY AND 43/100 (350.43) FEET BY LAND NOW OR FORMERLY OF LL J (n o / y TAX PARCEL 15-300 ` \\ ti \ \ 11.91 THE AMERICAN HIDE AND LEATHER COMPANY. O J O Parcel 3 per \ ALL OF THE SAID BOUNDARIES ARE DETERMINED BY THE COURT TO BE LOCATED AS Z W O Q PLAN REFERENCES (j/ // N4 T Title Commitment \ 17i SHOWN UPON PLAN NUMBERED 4496-A, DRAWN BY THOMAS A. APPLETON, SURVEYOR, Q � DATED MARCH 1913, AS MODIFIED AND APPROVED BY THE COURT, FILED IN THE LAND J `Drill Hole (Set) REGISTRATION OFFICE, A COPY OF A PORTION OF WHICH IS FILED WITH ORIGINAL _J = Q N A. THE COMMONWEALTH OF MASSACHUSETTS PLAN OF ROAD IN THE CITY OF SALEM, // ~` / \ - \ Conc \T.a.w. CERTIFICATE OF TITLE #1441 IN SAID REGISTRY. O." r W ESSEX COUNTY, ALTERED AND LAID OUT AS A CITY HIGHWAY BY THE DEPARTMENT oc / L5\\ \ / \ 13.5 pad 11.62 � W Q OF PUBLIC WORKS; Scale: 1"=40'; DATED: MAY 9, 1990 AND RECORDED IN PLAN ° Q // o \ / 34>z) 4� \ x PARCEL 2 Q BOOK 262 AS PLAN 30. - / ` 'i ��ee \\ SOUTHEASTER) BY BRIDGE STREET ONE HUNDRED EIGHTEEN AND 86/100 (118.86) FEET; W Z Q San. MH o� Deteriorated Asphalt/ \ Q (n B. L.C. PLAN #4496-A DATED MARCH 1913 AND FILED WITH ORIGINAL CERTIFICATE OF cLCe // L4 8 c• were �_ / \ Grave/ Pavement Surface 14.6x CV Tl1F #1441 / /' \1'eiK Inv 10.2' Out) �/ >g \ SOUTHWESTER, BY LOT A. AS SHOWN ON PLAN HEREINAFTER MENTIONED, SIXTY-THREE AND 92/100 ` TF=14.40' // -_ - _ _ ` Inv-10.7'(1n)4" lPvc S60' \ (63.92) FEET; AND C. L.C. PLAN #3989-8 DATED JANUARY 1919 AND FILED WITH ORIGINAL CERTIFICATE r MECO Deter/oroted Asphalt/ \ o`V ii 2a NORTHWES ERL/ ONE HUNDRED FOURTEEN AND 56 100 114.56 FEET; AND J OF TITLE #2708. t�ff,� �` St. MH t \ 550 MECO Gravel Pavement Surface / ""` \ / ( ) �(J 7F=14.22' ° / 0550-1 �. ..-, \ D. L.C. PLAN #3989-C DATED SEPTEMBER 25, 1958 AND FILED WITH CERTIFICATE OF ` _ NORTHEASTERLY FORTY (40) FEET BY LAND NOW OR FORMERLY OF AMERICAN HIDE AND LEATHER V �, Fi/!ed w Silt i -� r 'ti o t� TITLE #27914. t^ ^ COMPANY. E. SITE PLAN OF LAND IN SALEM MASS., SCALE:1"=30'; DATED: JANUARY 4, 1990; ;' / i /Tm> �, y l i r i ALL OF SAID BOUNDARIES ARE DETERMINED BY THE COURT TO BE LOCATED AS SHOWN PREPARED BY HAYES ENGINEERING, INC. to / � Gh% I • , UPON PLAN NUMBERED 3989-B, DRAWN BY THOMAS A. APPLETON, SURVEYOR, DATED L3 / Eris I t .. ", v i ro.w JANUARY 1919, AS MODIFIED AND APPROVED BY THE COURT, FILED IN THE LAND NET&T / a -9 One Star l i 0 ry +1'67 REGISTRATION OFFICE, A COPY OF A PORTION OF WHICH IS FILED WITH ORIGINAL #390-3 i\\ #� Bored/S9ee� \ tt Esso&7 One St oc� y 0. SHOWN AS LOT B, ON CERTIFICATE OF TITLE #LAST MENTIONED 2708 IN SAID EPLAN. AND THE ABOVE DESCRIBED LAND IS / we \ O' 4 Bui/ LEGEND �� ' /° L2 . BiA Apron >4� \ . ° /2.8.119 y ��x T.o.w PARCEL 3 \ \ / .'' 12.5 17'08 BEGINNING AT A POINT ON THE WEST BANK OF THE CANAL WHERE THE SOUTHERLY / Gran. Mon rawv Property Line Q / L (Fd) \ \ l Noll ! LINE OF LAND NOW OR FORMERLY OF CASS AND DALEY INTERSECTS THE SAME; \ / / 1z6re W Water Line l � � \ , / ""`r r26x THENCE SOUTHERLY BY THE CANAL NINETY-TWO AND 91/100 (92.91) FEET MORE OR ao i f Tow LESS; THENCE WESTERLY THREE HUNDRED FORTY-ONE AND 27/100 (341.27) FEET G Cos Line ec ti / ^o' 65\l \ MH (\ I / 1J+T MORE OR LESS TO GOODHUE STREET; THENCE NORTHERLY BY GOODHUE STREET o T Telephone Line �l dvC j y ^ 88 S. \ 7F=14.91';1 ` II ` 'I o SEVENTY-NINE AND 46/100 (79.46) FEET TO AN ANGLE; THENCE CONTINUING BY y o a 8� 3 • GOODHUE STREET, THIRTY-EIGHT AND 94/100 (38.94) FEET TO AN ANGLE; THENCE E Electric Line o/ / L.C. Plan #'4496-A � j Q � / ) ,o A/ I . / ` _ - An„`' x STILL CONTINUING BY GOODHUE STREET, FORTY-SIX AND 65 100 (46.65 FEET MORE E 0 /` o i 126 OR LESS TO THE POINT OF INTERSECTION OF THE SOUTHERLY BOUNDARY OF SAID Overhead WIres 0 •�zi, $ / Grease Tro Parcel 1 per ' % P \ ✓ J `� r°j LAND OR FORMERLY OF CASS AND DALEY WITH GOODHUE STREET; THENCE EASTERLY E O O O / Title Commitment V' E Chain Link Fence � N / / I � 'r t if v, BY SAID SOUTHERLY BOUNDARY UNE THE LAND NOW OR FORMERLY OF CASS AND o o`' h 4 to r.o.w N DALEY THREE HUNDRED THIRTY-ONE (331) FEET MORE OR LESS TO THE POINT OF o d °- in r. BEGINNING. .. 0 0 0 o Wood Fence V 1 ry _. `� w 1J4a f Utility Pole �tt Utility Pole W/Light / ° NET&T Lot 2 6/� I 12 �• 2 GOODHUE STREET g �� ec #390-2 LC. Plan /3989-C S7 ; Deterlorated Asphalt/ i 'ry NORTHEASTERLY BY LOT B, AS SHOWN ON PLAN HEREINAFTER MENTIONED, FIFTY THREE AND 86/100 $ 0 Light Pole 4 w iser / 140, 26• (b h a 0 #2 Goodhue Street ?• f I Grovel Pavement Surface .f 53.86 FEET; CB❑ Catch Rosin l / / ! CLCB 1 ( ) d w oc jvr Vacant Land T.o.w. ^ H v MHO Manhole i V� J , 7F=12.95' I ! `+ m a fJ I Bot. Sump=6.9' N� L 1463 y SOUTHEASTERLY TWO HUNDRED FORTY TWO AND 61/100 (242.61) FEET, o ¢ ® Cleanout V f \ (Filled w/Water)_,,... w 1990 Layout STEPHEN W. HALEY, TRUSTEE - Parcel 2 per ON A CURVING LINE FORTY AND 39 100 40.39 FEET, AND _._ ._.;?- i P See Plan Ref. A L� SOUTHERLY / ( ) Ln b Hydrant / # 4B \ - _-OF THE E.M.H. REALTY TRUST-- Title Commitment ,I = Z o owG Water Cate ' w/RiSer \ �8. / '`� _ _ �1 f2sx SOUTHWESTERLY ONE HUNDRED THIRTY TWO AND 15/100 (132.15) FEET BY LOT 1, AS SHOWN ON SAID N UJ / \ ' C _ CLCB ;� PLAN; AND 5 0 \ 000 Gas Gate Gran. Mhn \ TF=12.31' 1 w 11 _.... w o N .+. (Fd) ; CERT. NO. 5970O�DOC. NO.'250130)_ _ , \ _ ,,,,- -' \ Taw NORTHWESTERLY BY LAND NOW OR FORMERLY OF THE AMERICAN HIDE AND LEATHER COMPANY, TWOOf Sign c -101'-16'-45" \ - Inv-6.8' R=30.00' \ CCB AREA= __ ` 1 t i :f - _. \ ta.sr HUNDRED TWENTY NINE AND 37/100 (229.37) FEET. Z / _ 22,083 SQ.FT. c • w I /i4.s6. L=53.02 �� IF=1367' NCCle ! r N M CLCB1 C=S ,89'-38'-58" W Inv=9.4' OR 0.507 ACRES 1F=13.53' " I CCB a jt Parcel B TF=12.71 '�. ALL OF SAID BOUNDARIES ARE DETERMINED BY THE COURT TO BE LOCATED AS SHOWN 46.39' TAX PARCEL 15-301 Inv^8.4' 'ry LG Plan j3989-B ro I cc,a UPON PLAN NUMBERED 3989-C DRAWN BY THOMAS A. APPLETON, CIVIL ENGINEER, Surveyed S.R./J.T. ] •„ 7Fa)�D9' a In o eo DAZED SEPTEMBER 25, 1958, AS MODIFIED AND APPROVED BY THE COURT, FILED IN _ _ \ Gran.. Mon -- - \ 1990 Layout Inv-8.2' t THE LAND REGISTRATION OFFICE, A COPY OF A PORTION OF WHICH IS FILED WITH Drawn J.M. II� / I e (Fd) 1 223.28' Chain Link Fence \ N Conc. >1.20' Mon. L=45.69' o CERTIFICATE OF TITLE 27914 IN SAID REGISTRY, AND THE ABOVE DESCRIBED LAND IS Checked J.M. O II / �' E - -. I - - +� - - - - - - .a G CO SHOWN AS LOT 2, ON LAST MENTIONED PLAN. ConcrWa/k S 39'-01 -08 W 294.45 Total > Concrete Cana Walk Apron Conc Wa/k rrn 591 , �cj °�0 Approved J.M. }Granite Curb o _ 12" cp Apron - o -kep._ r _ �- . _. Conc ... _ j / .PPS Scale 1"=30' \ 12`x - - -- - - - - - _ _ __- =� - o GFonite kr, / Drill Hole o m s, 0, O _ 1� .> Rep 3O" Rc St MH 6 - _"' "- __ _ __ __ Cures / �i Project No. 00c862 " \ `S� MH p_- R... `+ = - Set °i l ll/T 5on. \; .......... f . .... _ TF-1298', - 3 = -- St MN r ) Date 1/17/01 >4� \ cQ T - 3.56' Bot. Sum -5.0 y TF- / ro.w ,. Bot. Sutm -5.6' SURVEY CERTIFICATION . �-s�^ P- "' "'� 14.66 - CAD File alc86201 / l '• f 1 ... xras+, a o� C' v-" 0 s 39-ot'-o6' +w 1990La ut Baseline '* - - - •- a Nit Fd Bot. Sump 4.T \ �: .... .,.. �_ „„- -.. 4 ct - ( ) I CERIIFY TO PUBLIC STORAGE, INC. AND/OR ITS ASSIGNEES AND CHICAGO TITLE Field Book 274 -57 sleeve 24_Son ct-y =`-,-=o'v'n�TA ndoned - ... . ._>`...._-*--;.�•. // \� Bros Plug (Fd) IN I Sleeve 24" Sanitary - - - _"-^_ - - 4- - T ._ __ S r etGn BASED WERE MADE N ACCO DANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS i % 1 8" Water wc - >"_ ---- -= Title r' / ......... _.._.. nitarY ', "" _ T B" Water - - °•�� - -- ��-- _ _ � FOR ALTA ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA, 24 Sc. 1 4 G E 6" HP Gas E r _ - _ _ ` 1HEREOF NSPS IN 19 AND INCLUDES ITEMS 1- 6-11(a). ND 13 OF TABLE A __ 110 Granite Curb i - - "� Granite _C.. .b. `\ - - - - - - - - - ACSM AND 99 A ALTA/ACSM _ _ _ ox ale d - O PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM LAND TITLE # No # � a 5 0 AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES r No one MECO MECO _ y . L =r / / 'ain'°'b cn wl w�Riser #591 �� ` R Noll (Fd) THAT THE PROPER FIELD PROCEDURES, INSTRUMENTATION, AND ADEQUATE SURVEY SURVEY St. iJ5+47.85= �Sto��D� w Riser St. 5+54.68 (Goodhue St.) /j Boxes ' \ p=16'-46'-44" PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE c� OUTLINED IN THE "MINIMUM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS FOR R L-98.60' ono k., • �a L=98.69' #592 e C`v�b ' SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND Sheet No. Bridge Street (Route 107) �° cT• TITLE SURVEYS". (Public - Variable Width) e" 98.36' II 1 o s A1...- 1 30 15 0 30 60 DATED: SIGNED: } R L x JENNIFER MARKS SCALE: 1 ' = 30' P.L.S. N0. 38712 X y THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON. FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES s' 4• s' FULL DEPRESSED CURB O SEE SITE PLAN TAPERED CURB TO FULL r 1.7.. MINIMUM s 6'-0" SQUARE .................................................................................................................................... FOR SIDEWALK W DTH 6" REVEAL SIGN TO BEA DARK BLUE FIELD WITH A a SLOPE SLOP FACE OF CURB x WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY. RESERIWED FOR THIS SIGN SHALL BE POSTED AT EACH RESERVEDCompanies CONIC. WHEEL STOP ENTRANCE TO THE OFF-STREET PARKING /gyp HANDICAPPED FACILITY IN A CONSPICUOUS LOCATION. FORp�� ARCHITECTURE SIGN TO HAVE A BLUE BACKGROUND WITH ENGINEERING THAT MALLFIGUAND LETTERING WITH EL A FINISH O PLANNING THAT SHALL BE AEQUALMINI TO PORCELAIN ON STEEL WITH A MINIMUM OF 1• HIGH LANDSCAPE ARCHITECTURE 4" WHITE PAINT LINES I BEADED LETTERING AND STATING: ��yY �/y�p�� VAN ACCESSIBLE SIGN WHERE INDICATED _ AT 2• O.C. PAINTED AT "UNAUTHORIZED VEHICLES PARKED IN YM ASE LAND SURVEYING " 6'-0" 45' ANGLE § I ON THE SITE PLAN IMAUIIId1�YBIClE8 PAt1® DESIGNATED HANDICAPPED SPACES NOT ANALYTICAL SERVICES DISPLAYING DISTINGUISHING PLACARDS ENVIRONMENTAL SCIENCES R.C. GATE . 1 OR LICENSE PLATES ISSUED FOR ° of `o PAINTED WHITE SYMBOLSPAM NN PHYSICALLY DISABLED PERSONS MAY BE +u ; 1 1/2" ROUND GALVINIZED STEEL PIPE as I ON BLUE BACKGROUNDr�l� TOWED AWAY AT OWNERS EXPENSE. TOWED TYP. 4" WIDE t0 IN ACCORDANCE WITH ' PLATS 1181 VEHICLES MAY BE RECLAIMED AT 355 Research Parkway WHITE LINES STANDARD SPACE a \� FEDERAL STANDARDS PHYiI>rAIJ.YGIBA�IDP@i90f03 Meriden,CT 06450 MAY M I "4'�AWAY AT 01I OR BY TELEPHONING � NOTES (203)630-2615(23)630-1406 2OPM Q„ TOM Y91M MAY BE Z LI i6CL11MAT OR 1. EACH PARKING SPACE FOR THE DISABLED 8'-0" IS REQUIRED TO BE IDENTIFIED BY (TYP.) 6—°" MIN. PERMANENT, REFLECTORIZED SIGN WITH THE INTERNATIONAL SYMBOL OF N NOTES: 3" ROUND GALVINIZED STEEL POLEACCESSIBILITY 1. SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS. m 3" WIDE STRIPES - COLOR PER STATE ' HANDICAP ACCESSIBILITY STANDARDST u(J P 2. THIS SIGN IS EQUAL TO A PORCELAIN ON 2. PROVIDE 2 COATS OF PAINT ON ALL SURFACES. 4' HIGH WHITE I FINISH GRADE STEEL SIGN WITH BEADED TEXT' SIGN TO LETTERS BE MINIMUM SIZE OF 70 SQUARE INCHES. TYP. +r TrP ACCESSIBLE PARKING SYMBOL OF 3. SIGN SHALL BE CENTERED ON THE INTERIOR PARKING SPACE AND RAMP DETAIL ENTRANCE SIGN ACCESSIBILTY END OF THE PARKING SPACE. d N.T.S. N.T.S. 3-4-4. DWG N.T.S. 3-4-1. DWG STOP SIGN AT HANDICAPPED R.C. GATE ON ASPHALT PARKING SIGN a: N.T.S. 3-1-4. DWG 2'-6& N.T.S. 3-4-3. DWG Cn CONCRETE CURB PER SITE PLAN W 8' 6' 0 6 1/2' ; KEYPAD HEAD PER OWNER'S DOMED CONCRETE TO DRAIN (4)-3/4"0x;18" LONG ANCHOR BOLTS m REQUIREMENTS SECURE TO AND (1)-3/4-0 ELECTRICAL CONDUIT TUBE STEEL COLUMN PER GO _ '' FOR LIGHT STANDARD KEYPAD MANUFACTURERS7 W Q W PIPE FILLEDNDARD STEELWITH CONCRETE ` ' REQUIREMENTS Q ZINC COATED _ .......................... ..... .._l..... i...........1........ 2 ... (PRIME & PAINT PS ORANGE) 00 ; � ( � RAISED CONVCRETE KEYPAD CURB-RAISE Cn U CURB A MINIMUM OF 6" ABOVE ADJACENT W Q�I•� AT ASPHALT PAVEMENTS AT CONCRETE PAVEMENT v - 3' R, PAVEMENT AND EXTEND 30" MINIMUM W W vJ • INTO GRADE Q CONCRETE SLEEVE (PIER) CROWN CONCRETE AT tU TYP, 8•x8"x1/4" TUBE STEEL KEYPAD BI STOP AT TOP OF BASE OF PIPE BINDER COURSE � i _ COLUMN-FINISH WITH SILICON- POLYESTER 2'_0• .-. • POLYESTER PAINT (COLOR PER Q CO EXPANSION JOINT ALL / ZV �0 `p OWNER) FILL WITH CONCRETE O SURFACE SIDES W/CONCRETE TO FACE OF CURB I A MINIMUM OF 24" ABOVE THE L O LL.I C^ COURSE 2'-O" SQ. PAVEMENT ONLY 1 8x8x1/4 TUBE STEEL KEYPAD COLUMN CURB AFTER CONDUITS ARE f O 5 L CONCRETE PAVING _/....._.______V-5" __7" / ENTRY KEYPAD PLAN WITH (1)-31"0 AND (3)-3/4"0 CONDUITS _ .-, PLACED 0 = W 17r3" 2"I TOR24"El'ABOVE I KEYPAD CURBLL COLUMN AFTERTH I T O d CONDUITS ARE PLACED � ° RAISED CONCRETE CURB-RAISE O I �— - —III—� A MINIMUM OF 6" ABOVE ADJACENT /p� ILL O :III ° • L -t} . 1 t j•• GRADE AND EXTEND A MINIMUM L LI a j d a CONCRETE WHEEL STOP- 4'-0" WIDE AT ?'- • '( (••' OF 30" INTO EXISTING GRADE- O n' <CL - d - I- SINGLE SPACES AND 6'-0" WIDE AT i •••• I °' : '•i .. • PROTECT TUBE STEEL COLUMN ^ cV Li '- PAVING -III i DOUBLE SPACES. SEE SITE PUN FOR 8' NOTE: . '1l' :i•� •. ..:�• ; WITH A MINIMUM OF 6" OF LL COMPACTED SUBGRADE e° • _ PER SOILS REPORT LOCATIONS. 8' ' PROVIDE 5 -0" SQUARE LEVEL SURFACE • : ( ° t' • • CONCRETE AROUND AND BELOW a — _ _. ..-...._...._ . .'' . •; PIPE Z U A E O FOR RHOANDIC'APTACCESSIIBILITYT KEYPAD j a III I I /� . y' •'.• a /�. \ LZ Z ® _III ° •. d 3/4'00 4" LONG GALVINIZED IRON / ' ` - j REINFORCING BARS (2 PER WHEEL STOP) .,� ! y" I4• ' "•*• \ / • +! •'• ' ! \ ASPHALTIC CONCRETE PAVING cuW - 4" MIN. : ,• n n -III ° ........ ................._...... ..... ....L.... ..... .._ ••.(' . . :: , / •.°..I'i••• 'y ' OTHERAPPROVEDPAVING MATERIAL co /o _ �O1 i.,� ..� .; •�. __ ......_____...._..........._—..._............. RAISED CONCRETE KEYPAD CURB A i / •'. \ I.LI -III MINIMUM OF 6" ABOVE ADJACENT �•t; v :i• a -- --•`� '' \ I— ° _ 12" DIA. CONCRETE '- "----- -------- T R PAVEMENT AND EXTEND 30" MINIMUM /� •• .•. . ••• \ �Y •� : Z WE / / \ %� TYP. INTO GRADE /j\//\//\//\ //\//\//\/// NATURAL GRADE OR COMPACTED FILL .III II- � � � � �\� \ EXIT KEYPAD PLAN „ — ° ° II_ \� �\\ .III • I \\ /� ENTRY/EXIT KEYPAD PLANS ENTRY/EXIT STEEL BOLLARD CONCRETE N.T.S. 3-1-15. DWG KEYPAD ELEVATIONS N.T.S. 3-1-2 DWG WHEEL STOP N.T.S. 3-1-16. DWG N.T.S. 3-1-3. DWG EXPANSION JOINTS 20'-0" oc. MAXIMUM > > > Lu w w of of of 4 SPACES 0 5'-0" CO. OR AS DIRECTED OR SHOWN ON THE SITE PLAN m z z z d w w w SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN 1" TOP COURSE BITUMINOUS CONCRETE 0 0 6" EXPOSED SURFACES TO BE3" BINDER COURSE BITUMINOUS CONCRETE Z A A DUMMY JOINT( TYP.) 10" PROCESSED GRAVEL SUBBASE z METAL TROWEL FINISH. 6" OR AS DIRECTED M w 4; U) m m N m v BY ENGINEER z a w 0 a �• d > iw ° t°°°°° °°°°°000 1 R=1" SURFACE OF WWF PER SIDEWALK DETAIL w N° ° °� ° °° ° z w vi PAVEMENT ° °°° o i — 1/2" EXPANSION JOINT W/SEALER w 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT �N-� ° 000°0 1 -8" CONCRETE 4" 4" 6" R=1" EE ° ° o o° o Designed C.A .F. > LAWN OR PLANTING IF SHOWN ON SITE PLAN Drawn C.A.F. v CONCRETE CURB Checked S.N. e _ PREPARED SUBGRADE s ° 4 x •° °• ° ' BIT. CONCRETE 6 T CURB OR GUTTER LINE Approved R.A.L. . 1.4 '/a BITUMINOUS CONCRETE Prole AS NOTED PLAN VIEW Project No. 0OC862 6" CRUSHED STONE OR GRAVEL BASE o R=1/8" 1" Dote 09/05/01 e�= 1 -6" 4" o $oo g° CAD File dnc86201 s i PAVEMENT STRUCTURE N SITE Y . :°':°• DUMMY JOINT s" x s" w1.2xw1.2 WWF N.T.S. CTPC-01 O Title NOTES: N.T.S. 1. CONSTRUCTION JOINTS SHALL BE SPACED APPROXIMATELY 4" 1/2" EXPANSION JOINT DUMMY JOINT EVERY 10 FEET BUT NOT LESS THAN 6 FEET. 1/4" THICK B. I PAVEMENT STRUCTURE WITH SEALANT Detail PREFORMED EXPANSION JOINT FILLER SHALL BE INSTALLED 8" X00 —�1 Sheet EVERY OTHER JOINT. AND AT INTERSECTION OF CONCRETE "'°'°'b O CONCRETE 28 DAY MINIMUM SIDEWALK AND CURB. °°°° oo COMPRESSIVE - STRENGTH = 3000 PSI g" 8" ROLLED GRAVEL BASE � are- COMPACTED ✓ COMPACTED 2. FORMWORK SHALL REMAIN INPLACE FOR 24 HOURS GRAVEL BASE EARTH FOLLOWING CONCRETE POURING. SECTION A-A Sheet No. CURB CRETE CONCRETE CURB DETAIL ANDNWALK DETAIL CONCRETE SIDEWALK DETAIL FOR PERMITTING ONLY m _ 0 1 N.T.S. CTPC-005 N.T.S. CTPC-011 N.T.S. BLSR-001 DN NOT FOR CONSTRUCTION m v X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES OATS OPENS FULLY VEHICLE POSTS _ WHENPREVENTS VFNCLE DAMAf.E 'MIEN OPEN SFAID SM OH AN CNIET VE WHEELS \ OPERATE SMOOTH AND OUID WHEEL COMM . PROVIDE MAxIANM 51FElY AND DURABILITY � RUBBER SWEIY ETxE STANDARD ° ' STNNLESS ANSTEELsr NO RST E __............... ........:.,......_......_a........ ... ................... 2-N4x24" LONG d a a WELD TO TUBE Companies ° d - ARCHITECTURE 4 ENGINEERING .. PLANNING 4 LANDSCAPE ARCHITECTURE LAND SURVEYING 8" CONCRETE ENVIRONMENTAL SCIENCES RAISED AWAY FROM Au MASONRY WALL ANALYTICAL SERVICES ' SNOW AND DEBRIS Q 355 Research Parkway Meriden,CT 06450 2x2x1/4" ANGLE FRAME (203)630-1406 ..... ......-.... ... .......& ......-..... _ _._...—._.. .. ..._.._a._..__...__a ....__. (203)630-2615 Fax a d MITERED AND WELDED JBgAl2ED SLOUM OPEN 1D SENLED(LMEROLLEREIALL SFAdNOCLOSE OPERATION. NO sRtI1CfI1N1 I FID( OR BOUNCCIO �. Y SO.TUBE CONSTRUCTION TOP d V BOTIOM, J/4• MCKEM E• ON CENTER. MITERED Cd1NERS AND SEARS WELDED ALL THE WAY AROUND TO PREVENT RUST .................._._......................._.. 4 x4 x1/4" TUBE STEEL GATE POST OTHER STANDARD FEATURES: _---_............._..__. 2"x2"x3/16" STEEL TUBE NOTES: _._......._........ ,_. -....-..._. ""' WELDED TO FRAME 1.GATE NEEDS LESS BACK SPACE TO OPEN THAN TYPICAL CANTILEVER GATES. _'��.. 20'GATE OPENS INTO 26'OF BACKSPACE. 2.GATE OPERATOR MOUNTS UP ON GUIDE POST OUT OF SNOW AND DEBRIS. a - SEE GATE MONORAIL CANTILEVER GATE ELEVATION DESIGN SPECIFICATIONS TRASH ENCLOSURE W N.T.S. 3-1-11. DWG GATE POST N.T.S. 3-1-7. DWG W 4 WIRE WSH W MONORAIL CANTILEVER SLIDING GATE 0_ MATERIALS: 2"x 2"x 1/8"SQUARE TUBE FRAME 4" SQUARE POSTS ® 10' O.C. 0 0 3/4"x3/4" SQUARE BAR PICKETS 6"ON CENTER 4"x4" x 1/4" SQUARE TUBE POSTS 2" THICK SOLID CONCRETE ^ OPERATOR 3/4"x 1/8" FLATTENED WIRE MESH AT MANGATE W MASONRY CAP I _ 10'-0" I I W Z X SPACE EQUALLY BETWEEN CORNER POSTS if M: Q = 12" SPLIT FACE BLOCK WALL • 3/4" ALUMINUM PICKETS :AND RAILS ® 6" O.C. (TYP.) TO MATCH BUILDING 6 O.C. (TYP )--J -� I-= -� 14 x MAN GATE ATEFENCE PICKETS 6' ON CENTER _ W co " ORNAMENTAL x STEEL REINFORCING ALUMINUM POST CIO CaC v a #4® 12" O.C. O O L n x 1/2" PREMOLDED EXPANSION 0 FENCE POST SET WITH RACK JOINT FILLER I 2" SO NON-SHRINK GROUT - � J x B" THICK CONCRETE SLAB 4" DIA. METAL SLEEVE SET Q O 5" LLU [ FINISHED GRADE IN CONCRETE AS PER .MJ !� CTOP OF SLAB MANUFACTURERS RECOMMENDATION T I W Q V O 16' TO 20'* 24' TO 28'* CONCRETE FOOTING 0 �II "X 10" COMPACTED SUBBASE OPERATOR N O e BREAKAWAIY GATE Z io - - O �• " Ill H - STANDARD HOLLOW CONCRETE BLOCK � + FENCE TRACK AND CONCRETE INFILL BELOW GRADE, e cV y� O i +'• II 12.,!;, 2WITH HORIZONTAL JOINT REINFORCING C) 1- 16" O.C. AND CONCRETE INFILL i�F *NOTE : DIMENSIONS MAY VARY 10' TYP.— _ 24 I M CYLINDRIC7C0NCRET!E FINISHED GRADE U �I COMPACTED SUBGRADE FOOTING i. VARIES (SEE PLAN) F W CONCR OOTINGETE F MONORAIL CANTILEVER �--iCOMPAC �10" FINISHED `• "• SLIDING GATE TRASH ENCLOSURE SECTION ELEVATION SECTION N.T.S. 3-1-12. DWG Z N.T.S. BLSE-003 ORNAMENTAL FENCE DETAIL 15'-O" NOT TO SCALE SPLIT FACED CMU TO MATCH BLDG. B. PROTECTIVE POST PROTECTIVE POST O 6'-0" T T r t (TYP) 5'-4" . . 1115-4 � . r o 8" I 6" DIA ST EL . (TYP) iv GATE POST - Y t .v 6• CURB REVEAL EXPANSION • M > > > v PROTECTIVE POST ro w w w y x y JOINT (TYP.) r of Of 6" CURB REVEAL Z Z Z u v ., yAR� PROTECTIVE 0 o LJ LJ w SEE SNfETs POST t WALL CENTERLIN — V) N N 1 FLUSH CORBY (TYP) \ ao z 0 0 5'-6• g• ( •) ') y 12:1 SLOPE s " I� n 5 0 4" CURB REVEAL p (6') y FULL DEPTH CONCRETE Y SLOPE SLOPE of o n (TYP-) a CURB (TYP.) + L / JI d O 3' MIN. a BEGIN FULL DEPTH Y y a ' CONCRETE CURB y y EXP. JOINTS 3 Designed C.A.F. END GRANITE CURB .Y TYf a ,Y ) J Drawn C.A.F. 12:1 SLOPE .� u ,� B" REIN F Checked S.N. i" UP 6' RADIUS CONC SLAB Approved R.A.L. p GRANITE CURB (TYP.) '" J/ Scale AS NOTED Project No. 0OC862 GRANITE CURB Date 09/05/01 3' DRNRAM 3' MIN. WIDTH ( •)I CAD File dnc86202 RADIAL GRANITE APRON RAMP SIDEWALK AREA ' CURB SECUON In up 4" CONCRETE ROADWAY SURFACE " 6" AGGREGATE SUBBASE SEE CONCRETE SIDEWALK SEE SITE PLAN SEE SITE PLAN :r '.`,`• ,''+'' :;'.':; ' DETAIL FOR PLACEMENT OF Title s �„,F.;<, •, , •.y �. • Detail CONTROL AND EXPANSION JOINTS • � •• • �' I u .1 1 I ,; PREPARED SUBGRADE Sheet J! I i I' 111 ',II TRASH ENCLOSURE PLAN N.T.S. BLSE-004 Sheet No. SECTION D—D INTEGRAL CONCRETE DRIVEWAY APRON AND WALK FOR PERMITTING ONLY 3 NOT TO SCALE m D N - 2 NOT FOR CONSTRUCTION v X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES _ I 24' SQ, HEAVY DUTY FRAMELEBAROD 6 GRATE 3 FLANGE RIM " WORD 'DRAIN'N' IN 3'WITH THE LEBARON LF248-2 SYMM. WORD ' 26" LETTERS (OR EQUAL) COR EQUAL) 24' DIA. HEAVY DUTY(STD,-LEBARON LT102 OR EQUAL) O FRAME AND COVER WITH THE WORD 'SEWER' GRANITE THROATSTONE FINISHED GRADE IN 3' LETTERS Companies (ALSO SEE NOTE 1) ». y„ W/ TRANSITION PIECES ADJUST TO REQUIRED MORTAR 3 SIDES / '/ GRADE WITH A MIN, OF \\/\\/\/ \y\\ \// TWO COURSES (MAX, 5) a ' ' �/i�/i Za /� \\�/\\�\\� ARCHITECTURE OF BRICK MASONRY SET . IN FULL MORTAR BED ;DIA. UST TO REQUIRED BRICK COURSES IN ENGINEERING DE WITH A MIN, OF 2'-0" FULL MORTAR BED PLANNING 2'-0' O COURSES (MAX, 5) 8 AS REQUIRED TO PAVEMENT LOAM LANDSCAPE ARCHITECTURE 2'-0' BRICK MASONRY SET MIN' ADJUST FRAME TO 6" W=4/3 D + 18" 6" LAND SURVEYING DIA, FULL MORTAR BED GRADE ENVIRONMENTAL SCIENCES NOTE: ANALYTICAL SERVICES ALUMINUM OR PIPING TO BE HYDROSTATIC j PLASTIC COATED 4'-6" MIN. DEPTH TESTED 2 HOURS 0 100 PSI. WROUGHT IRON OVER NORMAL OPERATING PRESSURE M.H. STEPS M,H. STEPS, 16' HDPE PIP . OF COVER 3 Meriden,CT 06450Y 16" WIDE WIDE 12' O.C. (203)630-1406 12" O.C. (TYP.) (TYP,) BUTYL RUBBER +` COMPACTED APPROVED BACKFILL (203)630-2615 Fax GASKET BETWEEN SECTIONS _ (95% COMPACTION) PER ASTM D1557 7-1 a ~ 4 COMPACTED SAND 4'-0, 2 COATS BITUMASTIC 4'- 5' MIN, NON—SHRINK +• j WATERPROOFING ALL MORTAR ALL 4E=1 ••M N, AROUND AROUND 2._0, 5' MINIMUM (PR -C ST) •A SUMP PRECAST CONCRETE 3" IN EARTH j% 8" MIN. IN ROCK EXISTING MANHOLES 4'-0" \�/�\/��\�\��\/�/ A TO BE CORE DRILLED •: , .a. MN. (BLOCK C NS UCT10N1 ;. .• ".'e .. NON-SHINK MORTAR + f, , . . 'e NOTE: BRICK OR CONCRETE TOP OF SHELF T❑ INVERT FOR 24' ALL AROUND FIRE LINE TOIPING AND BE CLASS S52VICE DUCTILENG t BE VE CE , 1 INCH FLEXIBLE RUBBER O.D. AND LARGER ABOVE CENTERLINE OF GASKET IRON WITH RESTRAINED JOINTS 40 FT. W LARGEST SEWER PI EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING W �.:r,? •,; . BRICK MASONRY OROPENING IN BASE BASEACTEEDrGRIAVEL INVERT-SLOPE SHELF CLASS A CONCRETE < 3 I.D. TO BE TYPE K COPPER PER ASTM B 88. ,,�. � ;• ;);: 1/2' PER FOOT NOTES, TYPICAL WATER MAIN AND ?r•!;:"'.:; •�' %'ri',i�' . .. 1) THROATSTONE MAY BE DELETED w/ DPW APPROVAL WHERE THERE IS NO CURB W .r ` '' •.':`:" "' •`" "• OINVER SERVICE TRENCH DETAIL o D v •' •; :s • ..'. !• • 5' MIN. CRUSHED N.T.S. BLWD-005 CA `•:: ' ' : :.~ • `� ' ;° ' :•' : ~ 6" COMPACTED SCREENED STANDARD CATCH BASIN U m GRAVEL OR UNDISTURBED W Q W SUB-GRADE BRICK INVER OGRAVEL SCREENED N.T.S Z W Q COMPSTANDARD DRAWING D-01 W DRAIN MANHOLE W W < STANDARD SEWER MANHOLE Q cn STANDARD STORM MANHOLE N. O O (1) � N.T.S I— 'O'rtrt Z) :5 IN EARTH I IN PAVEMENT V Q W EDGE OF TRENCH U N O Q SUPPORT SYSTEM AS REQUIRED 4" TOPSOIL I SEE DETAIL FOR EDGE OF TRENCH / Y TRENCH WIDTH _ PAVEMENT SECTION W O LL SUPPORT AS REQUIRED APPROVED COMPACTED O TRENCH WIDTH O.D. + 2'-0" MIN. / BACKFILL (95% MAX DRY i i �� j CV 2' + I.D. DENSITY) COMPACTION _ SUITABLE BACK FILL TYPE GW, GP, SW, SP PER ASTM D1557 IN 8" Q f lJ �/ Z U PER (UNIFIED SOIL CLASSIFICATION SYSTEM LIFTS 0 / ! O OR AS APPROVED BY SITE ENGINEER I TYPE GW, GP, SW, SP PER F: �` i UNIFIED SOIL CLASSIFICATION COMPACTED TO 95% MAX. DRY DENSITYSYSTEM OR AS APPROVED BY IN LIFTS (8" TYPICAL) PER ASTM < J ' SUITABLE APPROVE SITE ENGINEER COMPACTED TO ( ) w ' I j TRENCH WIDTH: 1'-6" (GAS) BACKFILL 955 MAX. DRV DENSITY IN LIFTS D1557 MODIFIED PROCTOR TEST > 46" DIA. e' TYP.) PER ASTM D-1557 JJ MODIFIED PROCTOR TEST) .60 OG O 0 0 0 ' �` 1'-0" ELECT., TELE. AND CAN. 3/4" CRUSHED STONE < 46" DIA. 040 0A a 9O 6 6' D 0 3/4" CRUSHED STONE f 3'-0" WHEN TRENCH CAN, & TEL. ARE (n / /s ��,,ppco 1'-0" MIN. 0� i0 0 0 f 1 f / r` f f GROUPED IN TRENCH W TO EDGE OF TRENCH "t)n O OO f f J 0 o N ��/ METAL STRIPS BURIED 12" ABOVE t'-0" MIN.- o o - ;, o• P.E. PIPE EVERY 5' & AT BENDS FOR PVC 3/4" CRUSHED STONE OV INSTALL CLAY DAM WATER STOP • fie,. '•'e'4 (GAS LINES ONLY) TO EDGE OF TRENCH t/a O.D.- 6" MIN. 170 0� 2' (MIN.) THICKNESS AT 50' C-C MARKING TAPE BURIED OVER ELECTRIC c 1'-0" MIN. B 80 6„ O o.o o:o- AND TELEPHONE CONDUITS 4" MIN. - V—D" o n 4" MIN. - 1'-0" IN ROCK Vol OV O�O 0 a "' MIN. IN ROCK a $ nga� MIN. IN ROCK BOTTOM OF of " 1'-0" O.D. 1'-0" BOTTOM OF TRENCH CONDUIT TRENCH yrs P�tiq ,�x'a: 'e;u;b 12" SAND) COVER OVER PIPE BOTTOM OF TRENCH 7" SAND BED FROM SPECIAL FOUNDATION IF ORDERED BY MAIN LI METER PIT NE ENGINEER - 3/4" CRUSHED STONE 'GADS MIN IN ROCK. TO BE INSTALLED TO DEPTH 2 TYPICAL STORM SEWER TRENCH SECTION DETERMINED BY GEOTECHNICAL ENGINEER SPECIAL FOUNDATION, IF ORDERED BY ENGINEER Imo- 24" �� IN PEAT AND UNSUITABLE SOIL AREAS 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER N.T.S. BLDD-008 TYPICAL SANITARY SEWER IN PEAT AND UNSUITABLE SOIIL AREAS FINISHED GRADE TRENCH SECTION itW W W v � a' � NOTE: N.T.S BLAS-010 ELECTRICAL, TELEPHONE a" 0 22" a w w w t, WATER SERVICE CONNECTION TO BE MADE IN COMPLIANCE NTH 1" IN GRASSED SALEM DEPT. OF PUBLIC WORKS STANDARDS AREAS OR FLUSHAND GAS TRENCH DETAIL 30 x 33 1 /2" WITH PAVEMENT Z 0O O N N.T.S. BLWD-002 0 rn i. NOTE: 5 0 1) Frame and grate shall be Lebaron LF248-2 or equal approved by W O It "' CURB BOX (ERTEN. 28 DAY, 3000 PSI the City Engineer. zd � cv n 4.5' MIN. TYPE VWTH ARCH CONCRETE L - 2'-6" HEIGHT OF BLOCK PATTERN BASE AND = 2) For use when the Gutter grade is less than or equal to 3.00%. 1' - 6"t __ " STATIONARY ROD) 6• (i!� I- Nby�' 3) Frame and cover shall be set in full bed of mortar on a minimum of two Designed C.A.F. .• v v . . L ' . CONCRETE CORPORATION /\I/\j/ \�� y/\//\//\/� /\j/'\\//\\//'\'r/•\\ \//•\\/�� /\\�\ I'�) courses of brick Drown 1 X�, C.A.F. STOP ' •'° ° ' ° / � \�/\�\// /�Y HEIGHT OF BLOCK= Checked S.N. "/\DEAD END FOR \//�/�/\r/\ . ° �� 1 -6 f Approved R.A.L. FUTURE APEENDNSION >\ ° o: STANDARD CATCH BASIN FRAME AND GRATE Scale AS NOTED CURB STOP ° ° p \\ ° Project No. 0OC862 MAIN MAIN MAIN N.T.S. Date 09/05/01 HEIGHT = 2'-0" CAD File dnc86203 Title SOLID CONC COPPER . TUBING (TYPE K) BLOCK OR C.I. �/ \ �/j �� gra Detail FOOT PIECE Sheet �/� Y/ �; 9 Y B" WATER MAIN AS REQUIRED BRANCH THIS BRANCH TO HYDRANT FOR BLOWOFF AN SECTION THRUST BLOCKS FOR WATER LINES Sheet No. WATER SERVICE CONNECTION N.T.S. BLWD-001 FOR PERMITTING ONLY NOT TO SCALE m DN- NOT FOR CONSTRUCTION v X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES EROSION CONTROL NOTES SEDIMENT & EROSION CONTROL NARRATIVE SEQUENCE FOR INSTALLATION OF SOIL EROSION EROSION AND SEDIMENT CONTROL PLAN & SEDIMENTATION CONTROL MEASURES SEDIMENT AND EROSION CONTROL NOTES THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THE EXISTING PHASE 1 ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES, AND THE WETLAND AREA FROM SURFACE RUNOFF AND EROSION. A 1 ERECT SILTATION FENCES, SEDIMENT TRAP, DIVERSION DITCHES, AND ANTI-TRACKING PAD. 1. THE DRAWING IS ONLY INTENDED TO DESCRIBE THE SEDIMENT AND EROSION CONTROL TREATMENT FOR THIS SITE. SEE SEDIMENT AND CONSTRUCTION SEQUENCE IS PROVIDED TO PROVIDE SURFACE RUNOFF CONTROLS PRIOR TO THE PROJECT CONSTRUCTION BEGINNING. EROSION CONTROL DETAILS AND CONSTRUCTION SEQUENCE. REFER TO SITE PLAN FOR GENERAL INFORMATION AND OTHER PLANS FOR 2. STRIP TOPSOIL AND STOCKPILE. APPROPRIATE INFORMATION. CONSTRUCTION SCHEDULE Companies 3. PERFORM CLEARING AND GRUBBING ACTIVITIES, AND DEMOLITION. 2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THIS SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS ??/??/?? WITH COMPLETION ANTICIPATED ??/??/??. PROPER INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED WITH CONSTRUCTION ON THE SITE OF ARCHITECTURE 4. STABILIZE STOCK PILE. THE REQUIREMENTS AND OBJECTIVES OF THIS PLAN, INFORMING THE CITY OF SALEM OF ANY TRANSFER OF THIS RESPONSIBILITY, AND APPROPRIATE EROSION CONTROL MEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT FOR CONVEYING A COPY OF THE SEDIMENT & EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. ENGINEERING I PLANNING OF ALL CONSTRUCTION OR DEMOLITION ACTIVITY. PHASE 2 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. 3. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN ACCORDANCE WITH THE MASSACHUSETTS GUIDELINES FOR LANDSCAPE ARCHITECTURE CONTINGENCY EROSION PLAN 2. ROUGH GRADING. SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND AS DIRECTED BY THE LAND SURVEYING THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL MEASURES CITY OF SALEM. THE CONTRACTOR SHALL KEEP A COPY OF THE SOIL EROSION GUIDELINES ON-SITE FOR REFERENCE DURING ENVIRONMENTAL SCIENCES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED FUNCTIONING PHASE 3 CONSTRUCTION. ANALYTICAL SERVICES a CONDITION. THE AGENTS OF THE DIRECTOR OF PUBLIC WORKS AND/OR SITE 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE OR 4. ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF f ADDITIONAL MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD 2. PERFORM FILLING ACTIVITIES, FOUND NECESSARY BY THE CONTRACTOR, OWNER, SITE ENGINEER, CITY OFFICIALS OF SALEM, OR ANY GOVERNING AGENCY. THE 355 Research Parkway NORMALLY BE ANTICIPATED. CONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THAN Meriden,CT 06450 PHASE 4 THOSE SHOWN ON THE PLANS ARE PROPOSED. (203)630-1406 CONSTRUCTION SEQUENCE 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. (203)630-2615 Fax 5. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS BEFORE AND AFTER EACH STORM, OR AT LEAST WEEKLY, TO THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: 2. CONSTRUCT DRAINAGE STRUCTURES. CONSTRUCT DIVERSION BERMS, RIP RAPPED VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS WHERE NECESSARY. 1. CONTACT CITY OF SALEM AGENT AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY REGULATED ACTIVITY ON LINED DITCHES AND SEDIMENTATION BASINS. LEAVE TOPS OFF INLET C.B.'S TO THIS PROJECT. COLLECT FLOW FROM DIVERSION BERMS. 6. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAY BALES, SILT FENCE, JUTE MESH, ETC.) ON-SITE FOR MAINTENANCE AND EMERGENCY REPAIRS. 2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE CITY OF SALEM AGENT PRIOR TO THE START 3. INSTALL HAY BALES. OF WORK ON THE SITE. INSTALL TREE PROTECTION AND PERIMETER SILT FENCE. 7. PROTECT EXISTING TREES THAT ARE TO BE SAVED BY FENCING AT THE DRIP LINE OR AS SHOWN WITH SNOW FENCE, ORANGE SAFETY PHASE 5 FENCE, OR EQUIVALENT. FENCING AND ANY LIMB TRIMMING SHOULD BE DONE BEFORE CONSTRUCTION BEGINS IN THAT AREA; FENCING SHALL 3. CONSTRUCT TRACKING PADS AT ENTRANCES AND WRAP FILTER FABRIC OR INSTALL SILT SACKS AROUND GRATES OF CATCH BASINS ON OFF BE MAINTAINED AND REPAIRED DURING CONSTRUCTION., SITE ROADS. INSTALL HAY BALES AND SILT FENCE AT PERIMETER OF PROPOSED SITE DISTURBANCE AND INSTALL ALL EROSION CONTROL 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. MEASURES AND TREE PROTECTION INDICATED ON THESE PLANS. INSTALL SEDIMENT BASIN IF REQUIRED AT LOW AREAS OF SITE OR AS 2PERFORM FINAL GRADING AND PAVING8. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEARING OR CONSTRUCTION. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE , . ORDERED BY THE ENGINEER OR AS SHOWN ON THESE PLANS. LIMIT OF DISTURBANCE, WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, HAY BALES, RIBBONS, OR OTHER MEANS PRIOR TO PHASE 6 CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SILT FENCE UNLESS WORK IS SPECIFICALLY CALLED FOR ON 4. CLEAR AND GRUB SITE. STOCKPILE CHIPS. STOCKPILE TOPSOIL 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. THE DOWNHILL SIDE OF THE FENCE. 5. BUILDING AND SITE DEMOLITION AND REMOVAL PAVEMENT REMOVAL 2. RESPREAD TOPSOIL 9. ANTI-TRACKING PADS SHALL BE INSTALLED AT START OF CONSTRUCTION AND MAINTAINED THROUGHOUT THE DURATION. THE LOCATION OF 6. INSTALL SILT FENCE, CONSTRUCT SWALE AND SEDIMENT BASIN, INSTALL STORM DRAINAGE. 3. LIME, FERTILIZE, AND SEED. THE TRACKING PADS MAY CHANGE AS VARIOUS PHASES OF CONSTRUC71ON ARE COMPLETED. 10. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR 7. CONTINUE EARTHWORK. CONSTRUCT FILL SLOPE. INSTALL ADDITIONAL EROSION CONTROLS AND CONSTRUCT STORM SEWER, TOPSOIL AND 4. MULCH. SILT FENCE AROUND THE DOWNHILL LIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE FOR MORE THAN 2 �- SEED SLOPES WHICH HAVE ACHIEVED FINAL SITE GRADING. MONTHS. 5. FINAL COVER. W 8. CONSTRUCTION STAKING OF ALL BUILDING CORNERS, UTILITIES, ACCESS DRIVES, AND PARKING AREAS. 11. SEDIMENTATION BASINS SHALL PROVIDE 134. CUBIC YARDS OF SEDIMENT STORAGE PER DISTURBED ACRE CONTRIBUTING TO THE BASIN W PHASE 7 PROVIDE BASIN VOLUMES FOR ALL DISTURBANCE ON SM. 9. ROUGH GRADING 1. MAINTAIN SILTATION FENCES UN11L COVER COMPLETELY STABILIZED. 12. STONE ANTI-TRACKING PADS SHALL BE INSTALLED PRIOR TO ANY ON SITE EXCAVATION AND SHALL BE MAINTAINED DURING ALL Cn 10. INSTALLATION OF STORM DRAINAGE. 2. PERFORM FINAL INSPECTION. EXCAVATION AND CONSTRUCTION ACTIVITIES. 'W�rry� 11. FOUNDATION CONSTRUCTION. BEGIN SUPERSTRUCTURE 3. REMOVE SILTATION FENCES, CLEAN, AND RESTORE ALL AREAS. 13. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM V 12. REMOVE SEDIMENT FROM BEHIND SILT FENCES AND HAY BALES, AND FROM SEDIMENTATION BASIN AS REQUIRED. REMOVAL SHALL BE ON A 5. CLEAN ALL DEBRIS FROM DETENTION BASINS. UNSTABILIZED PERIOD) USING PERENNIAL RYEGRASS AT 40 LBS AC. MULCH ALL CUT AND FILL SLOPES AND SWALES WITH LOOSE HAY AT A Q RATE OF 2 TONS PER ACRE. IF NECESSARY, REPLACE (LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH. 00 PERIODIC BASIS (EVERY SIGNIFICANT RAINFALL). INSPEC11ON OF EROSION CONTROL MEASURES SHALL BE ON A WEEKLY BASIS. SEDIMENTm COLLECTED SHALL BE DEPOSITED AND SPREAD EVENLY UPLAND ON SLOPES DURING CONSTRUCTION. INSTALLATION OF SEDIMENTATION AND MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY CONSTRUCTION STAGING AREAS MAY BE HYDROSEEDED WITH TACKIFlER. EROSION CONTROL MEASURES 14. MAINTAIN EXISTING PAVED AREAS FOR CONSTRUCTION STAGING FOR AS LONG AS POSSIBLE. REMOVE AND REUSE BROKEN PAVEMENT ~ W 13. INSTALL SANITARY LATERAL AND UTILITIES. COMPLETE STORM SEWERS. I. SILTATION FENCE LATER DURING ROUGH GRADING EARTHWORK PHASE IF INDICATED ON GRADING PLANS. Z W (A 14. INSTALL SITE LIGHTING AND DUMPSTER ENCLOSURE. A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED FENCE LINE LOCATION. W Z B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), AND HAMMER THE 15. SILT FENCE AND OTHER SEDIMENT CONTROL MEASURES MUST BE INSTALLED IN ACCORDANCE WITH DRAWINGS AND MANUFACTURER'S Q 15. FINISH GRADING AND CONSTRUCT PARKING AREA SUBGRADE. POST AT LEAST 1.5 FEET INTO THE GROUND. RECOMMENDATIONS PRIOR TO WORK IN ANY UPLAND AREAS. W • B. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUN-OFF. 16. EXCAVATED MATERIAL FROM TEMPORARY SILT TRAPS MUST BE STOCKPILED ON UPHILL SIDE OF SILT FENCE W Q 16. CONSTRUCT CURBS PAVEMENT STRUCTURE AND SIDEWALKS C. BACKFILL THE TRENCH AND COMPACT. 17. INSTALL SILT FENCE ACCORDING TO MANUFACTURER'S INSTRUCTION, PARTICULARLY, BURY LOWER EDGE OF FABRIC INTO GROUND. SILT Q 5 M (n 18. PAVING OF PARKING AREAS AND DRIVEWAYS FENCE SHALL BE MIRAFl ENVIROFENCE, AMOCO SILT STOP OR EQUIVALENT APPROVED BY SITE ENGINEER. FILTER FABRIC USED SHALL BE I �- Q 19. FINAL GRADING OF SLOPE AREAS. If. HAY BALES MIRAFl 100X OR EQUIVALENT. Q (n A. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PARALLEL TO THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY 18. USE NEW HAY BALES AND REPLACE THEM WHENEVER THEIR CONDITION DETERIORATES BEYOND REASONABLE USABILITY. STAKE HAY O O 20. PLACE 4" TOPSOIL ON SLOPES AFTER FINAL GRADING IS COMPLETED. FERTILIZE SEED AND MULCH. SEED MIXTURE TO BE INSTALLED APRIL ABUTTING ONE ANOTHER. BALES SECURELY INTO GROUND AND BUTT TIGHTLY TOGETHER TO PREVENT UNDERCUTTING AND BYPASSING. O j ' 11, _ - JUNE 1 OR AUGUST 15-OCTOBER 1 USE EROSION CONTROL BLANKETS AS REQUIRED OR ORDERED FOR SLOPES GREATER THAN 3:1. FOR TEMPORARY STABILIZATION BEYOND SEEDING DATES USE ANNUAL RYE AT 4.0 LBS/1,000 S.F. FERTILIZE WITH 10-10-10 AT 1.0 LBS. B. BALES SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BA!" AND THE LENGTH OF THE 0 = W PROPOSED BARRIER TO A MINIMUM DEPTH OF 19. INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, SEDIMENT BASINS, AND DEWATERING PITS AS SHOWN AND AS NECESSARY OF NITROGEN PER 1,000 S.F. AND LIME AT 100 LBS/1,000 S.F. (MAX.). FOUR INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE DURING VARIOUS PHASES OF CONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABILIZED. LOCATION OF TEMPORARY SEDIMENT N 0 Q 21. LANDSCAPE ISLANDS AND PERIMETER AREAS. BACKFILLED AGAINST THE BARRIER. BASINS WILL REQUIRE REVIEW AND APPROVAL BY THE ENGINEER AND CITY OFFICIAL U r O < D. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES. 20. DIRECT ALL DEWATERING PUMP DISCHARGE TO SOME SEDIMENT CONTROL DEVICE SUCH AS TEMPORARN PITS, SEDIMENT BASINS OR GRASS 0 �0r� 22. INSTALL SIGNING AND PAVEMENT MARKINGS FILTERS WITHIN THE APPROVED LIMIT OF DISTURBANCE. DISCHARGE TO STORM SEWERS OR SURFACE WATFRS FROM SEDIMENT CONTROL SHALL J MZ (3 W D. THE GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW TO PREVENT WATER LEAKAGE. BE CLEAR. W Q O STABILIZATION23. UPON EOFON OF THE SITES CITY OF SALEM AGENT, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REi:,'OVED FOLLOWING E. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END 21. UNTIL SITE IS STABILIZED, BLOCK END OF STORM SEWERS IN EXPOSED TRENCHES WITH BOARDS AND SANDBAGS AT THE END OF EACH Z) CV O BALES ARE HIGHER IN ELEVATION THAN THE TOP OF THE LOWEST MIDDLE BALE, TO ENSURE WORKING DAY WHEN RAIN IS EXPECTED. L/�L THAT RUN-OFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER, BUT NOT AROUND IT. Z U SEQUENCE OF OPERATIONS OPERATION AND MAINTENANCE OF SEDIMENTATION AND 22. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS FREQUENTLY I"- TRACKING IS NOT A PROBLEM) O EROSION CONTROL MEASURES DURING CONSTRUCTION. OTHER DUST CONTROL MEASURES TO BE USED AS NECESSARY INCLUDES WATERING DOWN DISTURBED AREAS, USING I. SILTATION FENCE CALCIUM CHLORIDE, AND COVERING LOADS ON DUMP TRUCKS. OPERATION I - CLEARING AND GRUBBING A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM WEEKLY OR AFTER EACH RAINFALL ALL DETERIORATED FABRIC AND DAMAGED 1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDING THE CONSTRUCTION OF THE TEMPORARY SEDIMENTATION BASINS AND 23. PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN THE SEDIMENT BASINS DURING CONSTRUCTION AND CLEAN ACCUMULATED SILT ANTI-TRACKING PADS, WILL BE INSTALLED PRIOR TO THE START OF CLEARING AND GRUBBING AND DEMOLITION OPERATIONS. POSTS SHALL BE REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN. WHEN NECESSARY. CLEAN ACCUMULATED SEDIMENT FROM CATCH BASIN SUMPS AS NECESSARY. REMOVE ACCUMULATED SEDIMENT FROM 2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT. BEHIND HAY BALES AND SILT FENCE WHEN LEVEL REACHES HALF THE HEIGHT OF THE HAY BALE OR FENCE. DISPOSE OF SEDIMENT LEGALLY OPERATION II UNTIL THE ENGINEER HAS INSPECTED AND APPROVED ALL INSTALLATIONS. EITHER ON OR OFF SITE. W II. HAY BALES 3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING OPERATION I SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR A. ALL HAY BALE RINGS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OR REPLACEMENT SHALL BE PROMPTLY MADE AS NEEDED. 24. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION F- SEDIMENTATION AND EROSION CONTROL STRUCTURES. PERIOD. UPON COMPLETION OF WORK SWEEP PARKING LOT AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS. Z B. DEPOSITS SHALL BE REMOVED AND CLEANED-OUT IF ONE HALF OF THE ORIGINAL HEIGHT OF THE BALES BECOMES FILLED NTH SEDIMENT. 4. FOLLOWING THE COMPLETION OF OPERATION I, ALL AREAS SHALL BE STABILIZED WITH TOPSOIL AND SEEDING OR PROCESSED AGGREGATE AS SOON AS PRACTICAL III. SEDIMENT BASINS A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR INSPECTIONS OF ALL SEDIMENT AND EROSION CONTROL DEVICES AND HAVE THEM OPERATION II - ROUGH GRADING READILY AVAILABLE ON-SITE AT ALL TIMES FOR INSPECTION BY DEQ, LOCAL AUTHORITIES OR ENGINEER. i1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED IN THE SITE PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY B. ALL PONDS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF SLOPES SHALL BE PROMPTLY MADE AS NEEDED. STOCKPILED FOR REUSE. C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM PONDS WHEN THEY EXCEED A HEIGHT OF ONE FOOT. 2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSED BY A SILTATION FENCE. D. SEDIMENT SHALL BE DISPOSED OF ON-SITE OR AS DIRECTED BY THE ENGINEER AND LOCAL GOVERNING OFFICIALS. OPERATION III - FILLING EROSION AND SEDIMENT CONTROL PLAN 1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL STRUCTURES SHALL BE PROPERLY IMPLEMENTED, MAINTAINED AND FULLY 1. HAY BALE FILTERS OR SILTATION FENCE WILL BE INSTALLED AT ALL CULVERT OUTLETS AND ALONG THE TOE OF ALL CRITICAL CUT AND INSTALLED, AS DIRECTED BY THE ENGINEER AND AS SHOWN ON THIS PLAN. FILL SLOPES. 2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS SHALL BE GOOD QUALITY, WITH LESS THAN 5% FINES PASSING THROUGH A #200 2, CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS, ENERGY DISSIPATORS WILL BE PROVIDED AS NECESSARY. SIEVE (BANK RUN), SHALL BE PLACED IN ONE FOOT LIFTS, AND SHALL BE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN CONTRACT SPECIFICATIONS. 3. CATCH BASINS WILL BE PROTECTED WITH HAY BALE FILTERS OR SILTATION FENCE THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL w w w DISTURBED AREAS ARE THOROUGHLY STABILIZED. of M Ir 3. AS GENERAL GRADING OPERATIONS PROGRESS, THE TEMPORARY DIVERSION DITCHES SHALL BE RAISED OR LOWERED, AS NECESSARY, TO N Z Z Z DIVERT SURFACE RUNOFF TO THE BASINS. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE d w w w o 0 0 0 EROSION AND SEDIMENT CONTROL HANDBOOK. OPERATION IV - PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND BUILDING CONSTRUCTION. 5. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION WHENEVER POSSIBLE 0) 1. STAKED HAY BALES OR SILT FENCES SHALL BE INSTALLED AT THE DOWNHILL SIDES OF BUILDING EXCAVATIONS, MUD PUMP DISCHARGES, 6. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 5 0 AND UTILITY TRENCH MATERIAL STOCKPILES. w 0 't LO 7. ADDITIONAL CONTROL MEASURES WILL BE INSTALL DURING CONSTRUCTION PERIOD. IF NECESSARY OR REQUIRED. OPERATION V - FINAL GRADING AND PAVING d 8. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. Z ni r7 1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND MAINTAINED AS DISCUSSED IN OPERATION IV. 9. THE CONTRACTOR IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY 2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK FACED EMBANKMENTS OR JUTE MESH AND VEGETATION. INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF Designed C.A.F. ALL SLOPES SHALL BE SEEDED, AND THE ROAD SHOULDER AND BANKS WILL BE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFY THE CITY OF SALEM PLANNING COMMISSION OFFICE OF ANY TRANSFER OF Drawn C.A.F. GRADING UNTIL TURF IS ESTABLISHED. THIS RESPONSIBILITY AND FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. Checked S.N. . PAVEMENT BASE COURSES SHALL BE INSTALLED OVER AREAS TO BE PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED AND Approved R.A.L. Scale AS NOTED UNDERGROUND UTILITIES HAVE BEEN INSTALLED. 4. CONSTRUCT PAVEMENT, PLACE TOPSOIL, FINAL SEED, MULCH AND LANDSCAPING;. Project No. 00CS62 Date 09/05/01 4. REMOVE ALL TEMPORARY ION CONTROL DEVICES ONLY AFTER ALL AREAS (HAVE BEEN PAVED AND/OR GRASS HAS BEEN WELL CAD File dnc86204 ESTABLISHED AND THE SITE HAS BEEN INSPECTED AND APPROVED BY THE CITY. Title NOTE TO CONTRACTOR: CONTRACTOR IS REQUIRED TO MAINTAIN A CONSTRUCTION SCHEDULE AND POST IT ON SITE. Detail THE CONSTRUCTION SCHEDULE AND WEEKLY REPORTS ARE TO BE FORWARDED TO THE OWNER. Sheet e Sheet No. FOR PERMITTING ONLY DN-4 NOT FOR CONSTRUCTION v X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES I 4" Companies ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE PRUNING SHALL BE IN ACCORDANCE LAND SURVEYING WITH APPROVED HORTICULTURAL ENVIRONMENTAL SCIENCES STANDARDS IN ORDER TO PRESERVE ^ THE NATURAL FORM OF THE SPECIFIC ANALYTICAL SERVICES PLANTS. IF APPLICABLE & APPROVED } BY THE LANDSCAPE ARCHITECT, ONE— " FOURTH TO ONE—THIRD OF THE WOOD 355 Research Parkway SHALL BE REMOVED BY THINNING BLACK RUBBER Meriden,CT 06450 OUT TO BALANCE ROOT LOSS DUE REINFORCED HOSE (203)630-1406 TO TRANSPLANTING. NOT LESS THAN (203)630-2615 Fax 1/2" I.D. ABOVE FIRST BLACK RUBBER SET OF BRANCHES NOT REINFORCED ESS THAN 2 STRANDS OF 12 GAUGE i 1 GUY WIRES 1/2" I.D. ABOVE FIRST GALV. WIRE, TWISTED - SET OF BRANCHES11 2"X2"X8'-0" POINTED CEDAR STAKES--11 TURNBUCKLE 2 STRANDS OF 12 GAUGE GALV. 3 STAKES PER TREE - DRIVE 11 WIRE, TWISTED GUY WIRES AT ANGLE AND DRAW VERTICAL ii FLAG I SPACING AS SPECIFIED 2" SHREDDED I SEE PLANT SCHEDULE—I g rl CUT BURLAP FROM BARK MULCH 2"X2"X8'-0" POINTED CEDAR STAKES: -II TOP 1/3 OF ROOT ALL 1 SET TOP OF ROOT BALL , TREEWRAP LANDSCAPE AT OR SLIGHTLY ABOVE 3 STAKES PER TREE - DRIVE II MULCH FIN. GRADE EDGING AT ANGLE AND DRAW VERTICAL11 TURNBUCKLE 11 1 GRA DEED CUT BURLAP AND WIRE BASKETS FLAG 3" SOIL SAUCER TYP. _ FROM TOP 1/3 OF ROOT BALL 11 FINISHED GRADE TOPSOILA�_,: ' 4" MULCH - FINELY 11 SET TOP OF ROOT BALL TOPSOIL 11 AT OR SLIGHTLY ABOVE SHREDDED BARK MULCHL ii fl- 11 FIN. GRADE (SAMPLE TO BE APPROVED) 1 PLANTING TI G MIX " BELOW RADE _ _ 3" SOIL SAUCER TYP. 1 =45 FINISHED GRADE SUBSOIL IIk `o I� �I I II 12" PLANTING SOIL MIX SCARIFY ANY GLAZED SIDES OR TOPSOIL HARDENED SURFACES IF PITS III- 2"X2" STAKES COMPACTED L ill LLL �5�� ARE DUG WITH AUGERING DEVICE -1 1I TI 12" - NOTE: SUBGRADE (n SUBSOIL S II-LIIIi�II��-IIIA Z h6 III- MIN. 1 PERENNIALS TO BE PLANTED IN FALL. W -III�I 2"X2" STAKES COMPACT PLANTING MIX PLANTING MIX BELOW BALL. PITCH TO EQUALS TWICE ROOT BALL DIA. 2 ROTOTILL FERTILIZER AND LIME INTO SOIL PRIOR TO PLANTING AND IN ACCORDANCE TO SOIL ANALYSIS 0 - M6" MIN. PERIMETER OF PIT RECOMMENDATIONS. Q ca SCARIFY GLAZED SIDES - - - 12" 3 DO NOT OVER COMPACT PLANTING BED. WATER THOROUGHLY AFTER PLANTING BULBS. m OR HARDENED SURFACE T LTI-III- MIN. STAKING GUYING IF PITS ARE DUG WITH = T STAKING FOR EVERGREEN TREES GUYING FOR EVERGREEN TREES 4 ADJUST PLANTING DEPTH AS RECOMMENDED BY BULB SUPPLIER. ~ [JJ AUGERING DEVICE OVER 6' HT. HT. z W 0 0) OVER 10'EQUALS TWICE 5 PROVIDE DRAINAGE AS REQUIRED (PERF PIPE 4" ADS) WHEN SUBGRADE IS CLASSIFIED AS A HEAVY SOIL OR W Z COMPACT PLANTING MIX BALL DIAMETER D BELOW BALL. PITCH TO NOTE: SHOULD STAKING OR GUYING BE REQUIRED EXCESSIVELY COMPACTED. Q PERIMETER OF PIT SEE DECIDUOUS TREE -PLANTING DETAIL FOR METHODS. I` ANNUAL/PERENNIAL 0 W W a DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING AND GROUNDCOVER BEDS < = X Q N.T.S. BLLD-008 N.T.S. BLLD-007 N.T.S. BLLD-002 O O CD f— O OpW U NOS M Z 00 U- IL NO MODEL R-8716 U F w CO M z v uuu 90, uuu YYhh 4�; tt� m PAVERS 203mm 4" LENGTH BEDDING COURSE SET TOP OF ROOT #4 REBAR 50 MM BALL AT OR SLIGHTLY > > > ABOVE FIN. GRADEMULCH (2") 3" SOIL SAUCER (TYP.) O o g Z Z Z of 01 CUT BURLAP FROM TOP 1/3 OF ROOT BALL o TOPSOIL PLANTING MIX -0 I - I I 1 SUBSOIL 7 " [1 29m ] TREE GRATE HALVES BOLTED TOGETHER _ CARIFY SIDES OF I z o N SCARIFY GLAZED 6" ROOT BALL w/ (2) 1/2" (13MM) X 3" (75 MM) STNLS. STL I I o N SIDES OR HARDENED MIN. HEX. BOLT AND HEX. NUT w/ WASHERS CONCRETE FOOTING N N m —I I 5 0 \\\ o - aLID SURFACE IF PITS 6" COMPACTED PLANTING 200 MM (8") ARE DUG WITH MIN. MIN. MIN. MIX BELOW BALL (TYP.) AUGERING DEVICES EQUALS TWICE EQUALS TWICE PLAN d Z N N BALL DIAMETER BALL DIAMETER N AND B PPE CONTAINER GROG \_ Designed C.A.F. NOTE: INAREASOF MASS PLANTING, CONTINUOUSLY EXCAVATE 10mm [3/8•] TYP. 102mm [4"] E I COMPACTED SUBGRADE Drawn C.A.F. E I I I I I I I I I Checked S.N. AND MIULCH ENTIRE BED. 48mm [1 7/8"] 5 m j� 25 mm m NOTE: ALL DIMENSIONS ARE SHOWN IN ENGLISH AND L� [t" "� C1.11 -L [METRIC]. COMPONENT NO'S: (2) TREE GRATE MODEL NO. Approved R.A.L. 8716-0002 BY NEENAH OR APPROVAL EQUAL MATERIAL:* CAST Scale AS NOTED [11/2 j [13/8 m 25mm •N GRAY IRON ASTM A-48, CLASS 35B SECTION Project No. 0OC862 SHRUB PLANTING [,., \ \ Date 09/05/01 TREE GUARD LUGS FINISH: BLACK SATIN PRIMER OR PRIME COAT N.T.S. BLLD-005 E (2) PER 180' SECTION BLACK SATIN PRIMER OR FINISH COAT CAD File dnc86205 E E E m E E WEIGHT: 7781/SET " Title Detail Sheet TREE GRATE N.T.S Sheet No. FOR PERMITTING ONLY m DN -5 NOT FOR CONSTRUCTION X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES