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HomeMy WebLinkAbout20050274 Ver 1_Complete File_20050214IF o?oF W A TFRpG O Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources March 15, 2005 City of Durham Department of Public Works 101 City Hall Plaza (third floor) Durham, NC 27701 Alan W. Klimek, P.E. Director Division of Water Quality DWQ Project # 05-0274 Durham County Subject Property: City of Durham, Dept. of Public Works: Edith/Ninth Street Sewer Improvements UT to Ellerbe Creek [03-04-01, 27-5, WS-IV, NSW (nutrient sensitive)] *303(d) Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions Dear Sir or Madam: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 112 linear feet of streams and 27,725 square feet (ft) of protected riparian buffers for the purpose of sewer line improvements at the subject property, as described within your application dated December 6, 2001 and received by the N.C. Division of Water Quality (DWQ) on February 14, 2005. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 401 Oversight/Express Review Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919.733.1786 /FAX 919.733-6893 / Internet: http://h2o.enr.state.nc.us/ncwetlands None Carolina Naturally An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper City of Durham: Page 2 of 4 3/15/05 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved (Units) Plan Location or Reference Stream 112 (feet) Sheets 1-4 Buffers 27,725 (square ft.) Sheets 5-15 2. Buffer Mitigation (EEP) You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to compensate for impacts to the protected riparian buffers is 37,020 square feet as required under this Authorization Certificate and 15A NCAC 2B .0242. We understand that you wish to make a payment into the Riparian Buffer Restoration Fund administered by the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. In accordance with 15A NCAC 2B .0233(7) this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2B .0242(10). Until the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP should be contacted at (919) 733-5208 if you have any questions concerning payment into the Riparian Buffer Restoration Fund. You have one month from the date of this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes payment into the Riparian Buffer Restoration Fund to compensate for 37,020 ftZ of required riparian buffer mitigation for impacts to 10,121 of protected riparian buffers; 03-04-01 river and subbasin and 27-5 stream index." 3. Protective Fencing The outside buffer or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer or water prior to any land disturbing activities to ensure compliance with 15A NCAC 2B.0233 and GC 3374. 4. Sewer Systems The project shall comply with 15A NCAC 2H.0219(i)(2)(G) and all other State, Federal and local sewer system regulations. 5. Erosion & Sediment Control Practices City of Durham: Page 3 of 4 3/15/05 Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. 6. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 7. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 8. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative City of Durham: Page 4 of 4 3115105 Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone Deborah Edwards or Cyndi Karoly at 919- 733-1786. Sincerely, 4 Al n W. Klimek, P.E. AWK/dae Enclosures: GC 3374 Certificate of Completion cc: Kevin Carter, PE-Kimley-Horn & Associates, PO Box 33068, Raleigh, NC 27636 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files Filename: 050274CityofDurham(Durham)+buffer ?oF WATF9P Michael F. Easley, Governor ?O G William G. Ross Jr., Secretary ? North Carolina Department of Environment and Natural Resources > p Alan W. Klimek, P.E. Director Division of Water Quality North Carolina Division of Water Quality 401 Water Quality Certification Summary of Permitted Impacts and Mitigation Requirements In accordance with 15A NCAC 2H.0500, City of Durham has permission as outlined below to impact 112 linear feet of streams for the purpose(s) of constructing the proposed Edith/Ninth Street Sewer Improvements in Durham County. All activities associated with these authorized impacts must be conducted with the conditions listed in the attached Permit transmittal letter. THIS PERMIT IS NOT VALID WITHOUT THE ATTACHMENTS. COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM DWQ #: 05-0274 DATE: 3115105 LOCATION: Durham COUNTY Durham BASIN/ STREAM INDEX 03-04=01/27-5 As required by 15A NCAC 2H.0500, and the conditions of this Permit, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to conducting any activities that impact or degrade the waters of the state. Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest foot according to 15 2R.0503(b). Impacts: 112 Linear feet of stream 27,725 Square feet of stream buffer Mitigation: 37,020 Square feet of stream buffer One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this form and mail it along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE 401 Oversight/Express Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733.1786 / FAX 919-733-6893 / Internet: http://h2o.enr.state,nc.us/ncwetlands Noy` Carolina Naturally An Equal Opportunity/Affirmative Action Employer- 500ib Recycled/1006 Post Consumer Paper City of Durham Page 2 of 2 3/15/05 NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT PROGRAM. Signature Date ECOSYSTEM ENHANCEMENT PROGRAM 152 Mail Service Center RALEIGH, N.C. 27669-1652 (919) 733-5208 Filename: 050274CityofDurham (Durham)EEP ti V ? - 1 ?l 2°05 F t3 DEkR VJATER QUALITY \? LTIIJ?DS At+D STO'itl,?'iiATER BRF! ?I 0 Pre-Construction Notification (PCN) Application Form Q N'-pr- For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 . General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE) Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of. Water Quality's (DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401 Water Quality Certification. The USACE Individual Permit application form is available online at http://www.saw.usace.army.miI/wetlands/Penn app.htm. The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide, Regional or General permits, and to determine which permit applies to your project, please go to the USACE website at http://www.saw.usace.army.miUwetlands/regtour.htm, or contact one of the field offices listed at the end of this application. The website also lists the responsible project manager for each county in North Carolina and provides additional information regarding the identification and regulation of wetlands and waters of the U.S. The DWQ_ issues a corresponding Certification_ (General-or Individual) and cannot tell- the applicant which 401 Certification will apply until the 404 Permit type has been determined by the USACE. Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at http://h2o.enr.state.ne.us/ncwetlands to read about current requirements for the 401 Water Quality Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The applicant is also advised to read the full text of the General Certification (GC) matching the specific 404 Permit requested. In some cases, written approval for some General Certifications is not required, provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should contact DWQ's Central Office in Raleigh at (919) 733-1786. Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC regional coordinator (listed by county on the last page of this application). Page 1 of 12 CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on the last page of this application) the applicant should also contact the North Carolina Division of Coastal Management (DCM) at (919) 733-2293. DCM will determine whether or not the project involves a designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate the 404/401 Permits. USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms, photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this application). Upon receipt of an application, the USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant to address information needs for all USACE Nationwide, Regional or General permits, as well as information required for State authorizations, certifications, and coordination. Fully providing the information requested on this form will result in a complete application for any of the USACE Nationwide, Regional or General permits. To review the minimum amount of information that must be provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893 (March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedRea.pdf. Processing times vary by permit and begin once the application has been determined to be complete. Please contact the appropriate regulatory field office for specific answers to permit processing periods. 401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650: If written approval is. required or specifically requested for a 401 Certification, then a non-refundable application fee is required. In brief, if project impacts include less than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is required. A check made out to the North Carolina Division of Water Quality, with the specific name of the project or applicant identified, should be stapled to the front of the application package. For more information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be attached with the application unless the applicant is a federal agency in which case the check may be issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules, the- application fee does not apply, and the applicant should clearly state (in a cover letter) that only Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested information, or denial. Page 2 of 12 Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. I. Processing R [2 (7_152?1 [9 0 W 1. Check all of the approval(s) requested for this project: X Section 404 Permit FEB 1 4 2007 ? Section 10 Permit X 401 Water Quality Certification DENIR-WATER QUALITY X Riparian or Watershed Buffer Rules VVERAND NO STOrTR ATER BPRLH 2. Nationwide, Regional or General Permit Number(s) Requested: NW 12 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: X II. Applicant Information 1. Owner/Applicant Information Name: City of Durham Mailing Address: Department of Public Works 101 City Hall Plaza (Third Floor) Durham. NC 27701 Telephone Number: (919)560-4326 Fax Number: (9191)560-4316 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Kevin Carter, P.E. Company Affiliation: Kimley-Horn & Associates, Inc. Mailing Address: PO Box 33068 Raleigh, NC 27636 Telephone Number: (919)677-2000 Fax Number: (919)560-4316 E-mail Address: kevin.carter(a)kimley-hom.com Page 3 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and .north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Edith/Ninth Street Sewer Improvements 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 4. Location County: Durham County Nearest Town: Durham. NC Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Erwin Square at Hillsborough Road to Interstate 85 at Northgate Mall along stream 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: Site is composed of residential and commercial areas and with some existing sewer easements 7. Property size (acres): 4.7 acres 8. Nearest body of water (stream river/sound/ocean/lake): Unamed Tributary to Ellerbe Creek 9. River Basin: Neuse (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose of the proposed work: Replace and rehabilitate aging existing sewer lines 11. List the type of equipment to be used to construct the project: trackhoe/backhoe 12. Describe the land use in the vicinity of this project: maintained lawns, parking lots, and city streets IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: N/A VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** (es/no) Distance to Nearest Stream linear feet) Type of Wetland*** N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htto://www.fema.gov. **" List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: N/A Total area of wetland impact proposed: N/A 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) 1 Sub-grade sewer 27 UT to Ellerbe Creek 4' Intermttent 2 Sub-grade sewer 30 UT to Ellerbe Creek 14' Perennial 3 Sub-grade sewer 32 UT to Ellerbe Creek 13' Perennial 4 Sub-grade sewer 23 UT to Ellerbe Creek 8' Perennial Note: All Cross ings are to be located below existing stream bed excavation * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several interrtet sites also allow direct download" and printing of USGS maps (e.g., www.tonozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 11 Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name Waterbody (if applicable) Type of Waterbody (lake, pand estuary, sound , bay, ocean, etc. N/A ' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how Impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. This project area was characterized by six existing aerial creek crossings. This project involves the removal and elimination of three old failing aerial sewer creek crossings. This project involves the replacement of two aerial creek crossings with sub-grade crossings Two additional new creek crossings (sub-grade) are planned to feed existing sewer lines into the proposed main. All of the crossings were positioned to be perpendicular crossings so as to minimize stream impacts Upon completion of the project all creek crossings will be below the stream bed with the exception of one pre-existing crossing that will be tied into the proposed main. Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/newetlands/strmgide.html. L Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), 'and a description of the current site conditions and proposed method of construction.- Please attach a separate sheet if more space is needed. 112 LF of teorary stream impacts are anticipated durinu? construction of the proposed sewer main. Mitigation is not anticipated as the stream will be returned to pre-construction ,grade after installation. Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): N/A Amount of buffer mitigation requested (square feet): 10,121 Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federaVstate/local) land? Yes X No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No X (see attached letter) If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a - - -- copy of the NEPA or SEPA final approval letter. - --- Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Page 9 of 12 Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify Neuse) Yes X No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet Multiplier Required Mitigation 1 10,121 3 37,020 2 17,604 1.5 N/A Total 27,725 37,020 * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Payment into the Riparian Buffer Restoration Fund na, 50.96/ft2 = 529,148.48 XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. This project will add no additional impervious surfaces to the project area. During construction, erosion control measures will be in place as shown on plans and construction "Best Management Practices" will be implemented throughout: XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The proposed project will not generate any additional wastewater, but will serve as a means of _ safe transmission of existing wastewater flows to the proper treatment facility XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Page 10 of 12 Is this an after-the-fact permit application? Yes ? No X MV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). N/A 0- 1b61 /O (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union - US Army Corps of Engineers Avery Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley _ Telephone: 828 271-4854 Caldwell Havwwood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perq»irnans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Page 11 of 12 Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 2514511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland US Fis US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 8564520 Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 [arine Fisheries Service National Marine Fisheries Service Habitat Conservation Division Pivers Island Beaufort, NC 28516 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 CANIA and NC Coastal Counties State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 276994617 Telephone: (919) 733-4763 Fax: (919) 715-2671 Division of Coastal Management Beaufort Chowan Hertford Pasquotank 1638 Mail Service Center Bertie Craven Hyde Pender Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell Fax: (919) 733-1495 Carteret Gates Pamlico Washington NCWRC and NC Trout Counties Western Piedmont Region Coordinator 3855 Idlewild Road Kemersville, NC 27284-9180 Telephone: (336) 769-9453 Mountain Region Coordinator 20830 Great Smoky Mtn. Expressway Waynesville, NC 28786 Telephone: (828) 452-2546 Fax: (828) 506-1754 h and Wildlife Service / National N US Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 665-1195 Alleghany Ashe Avery Caldwell Mitchell Stokes Watauga Wilkes Burke Surry Buncombe Henderson Polk Cherokee Jackson Rutherford Clay Macon Swain Graham Madison Transylvania Haywood McDowell Yancey Page 12 of 12 919 560 4316 _, JRHAAA o?oF warF,? pG o -c PUBLIC WORKS Q1002 Michael F. Easley Governor William G. Ross Jr. Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality March 22, 2001 Haden K. Britt Kimley-Horn and Associates PO Box 33068 Raleigh, North Carolina 27636-3068 Re: City of Durham, Edith Street Sewer Replacement Project Dear Mr. Britt: The Division of Water Quality (Division) has reviewed the material regarding the sewer line replacement project in the City of Durham. It is agreed that this work should lead to an improvement in the local environment along this project corridor. As this project does fall below the minimum criteria for non-major projects as it relates to the State Environmental Protection Act, it has been determined that this project does not need to go through the environmental review process and an environmental document is not necessary. The Division does however request that all efforts be taken to ensure that streams are not impacted during and after construction. Streams should be crossed using the directional boring method where possible and as close to perpendicular as possible where aerial crossings are required. Thank you for taking the time to meet with the Division regarding this project. We appreciate the opportunity. If you have any questions, please feel free to call me at 919-733-5083 ext. 366. Sincer ly, Milt Rhodes Interim DWQ SEPA Coordinator 17 NCDENR Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015 1-877-623-6748 JI , jSJi_ /{ - - r c.r t'coo ca -- - - - </r,Fr lisPr ' I I ?? _ CALI,.uE s r <I< -- RICH W000 'D i O p CARVED - _- ?J9L Sr f 427' <IS CARVED 'n' n n n 1765 Hillandale ' Sch rl o 0 l\ o Duke 2 4, City 1- <_'i Homestead 0 - Stadium 419 • ;1 ?, FAWN AVE •) O ?„? ??j ?J D'. , <Z:??? Armory 37Jl a /7 /2 J /?.I a 1 FRadio"Tower .6 - -? State- M u s a u •? -I _ _ __ ;?? ?? ?J? _nruRR?r _ AVE ?51 _o Life ard_Sdi C - -- j LEON _ Sr 390 R TOio O °ettp?((??,?, WTI It ¢ Jr FI*ah Se ! ?'o \ Golf Course ° 2 ' ?I ` Rr e Ellerb Plant l _ / Clab SPRLINJFire 324. Filtration sr Res f ShoppCtHI /l ' ?/Plallto i PROJECat?On I it a ° rt?alltawrtSch: Cem DURHAM'- -KcSr SI ubstatloutd422 '.. DISC n. z sr . Imo[, ^?." ?' cLOER Sr?• _ HOSPIT.\L ,3.'a \? `ARKHAAI '? AVE „?'=°? RW/v $OUtIL91tt P, 4• -j ? ! I ¦ ?4 - Sch ,??? CI /? 14o/ ]?- ?i 41 + Clli C Natty Sch j / y_'?? y?/T?1? DUKE- G(.? Z_ 1 rI?;??` UNIJERSITY? E?L*,1 0; ? 'T\14/? I? ?rEAPv A_vE '1"I8 rarNr.S h'.--- L'` IVER ?? ? q u' U 1 ? N Durham. S 00';C- l? Qra 3 Jse I ?-1 3 - <17 tq II I n 1K St. R` ?' r yr - - r? r--1 ,?, 1 i :: \..'? r•, YFi 05pi idl .. ?/•.. -WT ..r. .. Title: USGS Quad Map (Project Route) Project: ?J Kimley-Horn and Associates, Inc, Edith/Ninth Street Sewer Improvements City of Durham Public Works - Engineering Department Durham, North Carolina Date: Scale: Project No. Figure: 09/18/01 1:24,000 011494008 Y -^- 1 cHajQC_r ao i ? ? :.?ti \} i • i I % 1 414 'n -?-?. `mod r- 413' U .cl5-_ 1CA R?ER' sr_ a. W I / \ • ,I <-'° `t'SrE9/ ?I °?? Ems' `Hilli ale I 2 w 365 :O nuke =',? •?? ?- .' City -=tH mestead • m?/ Stadium F4WN AVE Q)' V „• \\?' i JL (' loft ?l?ll D l?'=Armory 1 R 0D?c / ° O? ??Radio°TowerBI'alZi 7-Z. CD 1 1) 16 rc' ? uRR.Y State 4useum - Life a id;Stfcnce -- ` ( I / ?F cEo,/ Sr 191) \ oR. 1io Tower L - %4J r re 1 t : - Y,'.\ WTIK) b e .'lam' Golf II Course Eller Filtration sRgu it - - y I ???`\y..? 1? 7.,4- Ile Plent "z7=• Sr Le '3°D / i w2. olJ '•t, I n, r \??wI. II: 1 sr E ?`• ``?` ,? claU F3Ied tRos t R 1 I'.?att ?Shopp ?g11v311 y` ?u•.Jl Sc19 ? - I -Hospital '` PROJECT ROUTE N CL fJ9 \.• ': , 7: I? `./alit.. P ecvD Recreation 396-._..- h ! ?rAallfo 3., sr Faro C em s' CROSSING 1 + _.. DRESr, CROSSING 4 CROSSING ?f stations ----- c3f•t422 n;. -; .-?., -- 2 S^ Qqe 'CROSSING ' • 2 Di, sal I sr r J _ '- 3 r 1 ELDER • i \., I J I - ?. J{{{JII 4} it 46 IT \r s r a • 51ARYYA.N : J ]l?.ll?11I ;i - _ LAVE ? V Q -- I ?•?J,ERWI J Southsidr I kt ?] CII • -? ,?g Ia 1 ¦e• 4 I: sit, n??llL ?? • 't__. I QII •+ ` !_ Vat "h- YI -- _ R' l J I a - f1 DUKE " ?? UNI?ERSITY3 Eo;= - - ?' c •113 v1 IvER r .rR /rrv _ N ? ° NO??? l0/. o ; \\`^ Me i?F ` -- -?l u 1 /h N n ?. .-..er7 _•T /':• Std Jso?r I+ ??t Durham, Sch ? J 11-} I, i ? 1 + iEF `ii ?' \ •II I \\ :3 High ?Etll j!? .. -__I _ UC7__= O V LHospital -WT - Title: USGS Quad Map (Stream Crossings) Project: Edith/Ninth Street Sewer Improvements City of Durham ® Public Works -Engineering Department Kimley-Horn and Associates, Inc. Durham, North Carolina Date: Scale: Project No. Figure: 09/18/01 1:24,000 011494008 2 41 WsB Ns E' f1 ' PROJECT ROL TP S `+ t ' F ?y a 1 ? . ? .' 4y s? i.•-:. er \? !!JI .• :\? •.. X17 i tl?? r r Title: Durham County Soils Map (Project Route) Project: 7=Fl Kimley-Horn and Associates, Inc. Edith/Ninth Street Sewer Improvements City of Durham Public Works - Engineering Department Durham, North Carolina Date: Scale: Project No. Figure: 09/18/01 N/A 011494008 3 S?' ro -i . , k . Y Title: Durham County Soils Map (Stream Crossings) Project: Edith/Ninth Street Sewer Improvements ® City of Durham Public Works - Engineering Department Kimley-Horn and Associates, Inc. Durham, North Carolina Date: Scale: Project No. Figure: 09/18/01 N/A 011494008 4 Zone 1 Impacts (from plans) 918 ft2 = 0.021074 acres 558 ftZ = 0.01281 acres 1246 ft2 = 0.028604 acres c° 198 ft2 = 0.004545 acres 143 ft 2 = 0.003283 acres 818 ft2 = 0.018779 acres U M 744 ft2 = 0.01708 acres d E 1078 ft2 = 0.024747 acres 105 ft2 = 0.00241 acres 961 ft2 = 0.022062 acres 223 ft 2 = 0.005119 acres 3129 ft` = 0.071832 acres Total Area 10121 ft- 1 0.232346 acres Zone 2Impacts (from plans) 365 ft2 = 0.008379 acres CU 961 ft2 = 0.022062 acres 7588 ft 2 = 0.174197 acres 992 ft2 = 0.022773 acres U 911 ft2 = 0.020914 acres CL E 3521 ft2 = 0.080831 acres 2659 ft2 = 0.061042 acres 607 ft' = 0.013935 acres Total Area 17604 ft = 0.404132 acres Stream Impacts (from plans) LF Width Stream Type u. J 27 4 Intermittent 30 14 Perennial U a 32 i 3 Perennial E H 23 Perennial Total LF 112 'Zone impacts are excluding existing easements MANHOLE #0381, THEN.llt:? ..• ' /' / i,) % INV IN=351.1.7 INV OUT=350.9 INTO MH X0560 DASHED LINE INDICATES' FROM % ?? PLAN DRAWING ONLY.` NO FIELD / ' -a;<;v y4 = ` / ' / OBSERVATIONS WERE JMADE AS tiV1- y ;,? -;: 9=356,9 ?? •, ? /, ?/` / // cE ? l TO THE LOCATION OFD, ? / Hi-J UND OUND LINES. ONE 2 BUFFER CC) I< 24 4 nK f ZONE .1 BUFFE- \ ?r / I TOP "-.557,! 48"UAK "- ? ??• • 'fir" / ? „%? _- -? v ' i ?' ,? ' 0> CONTRACTOR SHALL REMOVE SAN SEWER / 24 12,'GUM AERIAL CREEK-CROSSINGTO A MINIMUM - , TgF C^ -- EA SIDE OF CREEK BANK, TYP ' -' SILT FE,KEI, EM0VE"40 LF' bF15 \5E - R JEET??I-QTES 28 AND 29 _ SEE,DETAI STING.aNTERCEpTOR? DETAIL-- TYP t . \ CENTERLINE PROPOSED X16» # TOP 3s ll 357 ?75 lv1H -? i / `i 1 • \ F - ' " IN(N ITYP } 4 SANITARY SEWER LINE INV UT-Z 5 I L-IN(?V)=351'0 Ter- JA c7N ---ss-----•-JS -- \?s--- ---- / I n LAS Y * \ / % cV --ZQNF 1 BUFFER - - CON.C SIDEW LK REPLACEMENT, 1 ,T Sri\ TEMPORARY STREAM CROSSING /3551 / #o5s TYP; EE DETI \307 I(I t } ` 1100 SF\CLASS I RIP RAP) / H=35 DETAILS 11 ZONE 8 0 / i CUR AND GU ER I } } J?, 1 CONCRET_ ,2, BUFFER i ' ! ?? \ N)=3a.1 ''`? REPLACEMENT, SEE DTAIL 30q EX TING MANHOLE AND INTE CEPTOR \ \ TO ABANDONED, SEE PROJE T NOTE X23 . PLAN lo, TYPE 'B' OAVEMEN? ?EOLAC MENT SEE DETAIL 103' \ -20 / I, 1 ` \ \ , 1. / ? ? '. oL1C4t, . ? ? 1 . ? ?.?r+ vlJ MH NO. 4194 / \ . hL4I ° STA 0+75.42 LINE 'G' TOP MH=360:1 UM 4 C-rOss,IV% i INV IN(E)=357.2.` > --SEE PROJECT NOTE 25 ?? N,V IN(S)=35,7:03 i \ V -oUT-356`.95 0 V NTR TOR SHAALL REMOVE SAN SEWER CONSTRUCTION,RINCE? AERIAL RED CROSSING TO A M ?,.?... ?,,. INIMUM EXIT, SEE DETAIL-01 OF 15 EA SID F CREEK BANK y SEE PROJECT NO S 8 AND 29 .,CENTERLINE PROPOSE 8" . ` \ F = \1f ARY SEWER ' LINE G 7?o sF rs? ? SEE SF# 6 i /?; ?? \• z z 18"MAPLE -EPA Q?? s EXISTING AERIAL CREEK 00 N o '., -; ?9 %' CROSSING TO REMAIN r ?MH NO 19A \ z1 Y •? Q \ S 0+71.7 INE 'A' (1? 'c 0+ 0/? I- E nG / 1 .??` Sys SF 16 1 ?f rrr WIRE ?. \ r /HT=19.4 Ay \ \QMor?-SUM 4\ 11I A OA _ .a-_ SILT FENCE; TYP-?"- - - - - Py: a: O F SEE DETAIL 201 (2? y? - \ #0385 N -r6P 1352 _-? - / .4 flV< t - -------- - -- --- --- INV IN?N)=354,45 2 F PIPE BAC LL SEE D - - INV I O ETAIL 304 mjNV IN(W)= 4.15 in INV OUT= 4.0 L- ,1171 N WZ SS-12"CLAY ew--_.? - \ - - - F cr1 --ss --I - w,? ---ss-- U V)W < F7- Of (A < V11 T< t: Lj 'Al 44- CENTERLIN 0 O )S' F 0 ' SANITARY SEWER LINE' ' C TERLINE PfOP SED Ao xs?0_-SEE SHEET--17 - - ANITARY SE" RR? LINE--'A - - p, *'-Q S? - r GRAPHIC SCALE `ZONE. 2 BUFF R ?. w \ 04 s; 05 'F'-PIPE- PIP . / i E BACKPILL -o + ZONE 1 ?FER d 1 Imo.. ' X0392 ?- _SEE DETAIL '041 y\ TOP.MH=363.9 -^ \ - I W IN(Q=358: r5 IN IN(W)=357.95 I` N`T=357 - - /' v R M X12"C`,:,' E I 156 L EXISTING INTE \ v z ?/ ' \\ \ SEE DETAIL RCEPTQR \_ \ ;? TItMP0 TRfQh?, CV tied T SSING E DE-- E, ' } A 2? - - -- `-, 7 . M€A01V?L64"/'`?7jTL1i? i ' %•N WF - _ _ - ?. J `_- ?. /CENTERLINE PROPOSED 12"~ oc -f- SANITARY SEWER LINE w SEE SHtE\ 18 9.4 _ = \s SILT FENCE, TYP - - / - , - Z --SEE-DETAIL-0_i:_ O EXISTING MANHOLE AND INTERCEPTOR TO BE OF _ SOP r , TYP +00 / p ABANDONED 4 ? 4: / \ ?. SE PROJECT Z NOTE 23 -I' 00 ..r \ i/ .•- -•• r j+ .I/ •. ,..r .r' -^.'krr I.'-'-n+? "r-??R%` Z ?/ ° /,? / % /IIv nsj zr„h Ff r, ' F* Z( F(t1fL0 O ? f / i" N X {.+? r? _ t ra ,r 5,?'e.. 't ?n EJ.1 Z • S' f s { ? " rrj a >? r 5&4 ?,, Z w ?? ?K ?nr?, Q U \ i F {* r 1 N'V IN 357,85" tz r-' O N ! g0 i VI w • 9 ' ?" _ OUT 357 O 1° F _j 0 --p? ` - -- - - - II ! _ rS - - - - y/J?7? SS`r - - ----=5 =- S; -12C _ --?c? W - / - U1 ?- Cis ?-SS - - $ - _ w !VyER L E Q w To 64. . Z a '-33577 . JN OUT=357. - - ?,\ 5 LF PIPE BACKFILL w LL1 SEE DETAIL 304 TIN 24 L IN --,MANHOLE AND o C TO BE S DE1A?L 303 Ox A ANDONED, GTE/GERIZ6N DUC 0& 0 •6' PROJECT N TE 23 V M,AfIHOLE / eGFF4l' 'GRA IC SCALI IN FEET ) ld 5°??? V ? r \ r ? 1 1 d, 3NI? 83M3S ?b'lINdS f „ZL 03 OdOdd 3NIl 31N30 t \ T m E-- f / m Z rn Z.m W yrv - r \ - LO L 11'130 1N3W3:Dd1 1N3YGAVd ,8, 3 1. Io- l lZ 1 it J i ? r 1?1 0 13S cd :z'm I SSd13 3S 09W ;i ;' s E \ r?/ x? ON Odd NV381S ?ada0dW31 .\ ;? ? r ?. / 1 I XQ f` m 5Z 310N d03PO8GNb', OZ 11b130 33S / h Z'Z 310N 33S t `03NI1 ?? e '//??! Vl I\?` dJ;l '3?N3d 111S -Ti d3M3S JldbllNd Z ( ?''?+ ,/O 5 s; L ?? SI m S 0N11SIX3 ' r' - 0552 46.03 349.10 = $36.2.5 (1) i i f I 04.417 349.30 X4;0.78 2 36.23 I , ~G ` 11.Z = Z 2 '? 1 Uco u ``?rI "'? SON t 0 c7 1 ? O lP --' - 1 ??r7 ss-tom ?' \ 11 0 11 ?? -? _12" AY J I 1 `? 1 d ?? !1 2 ? ?? 1 'MH Nb ? 1A r,4r ?? ?, F?IrA 111??'0418 ? ? i i I r I i I i i ! i I r i W O O ,. i _ _. _.. __. m?? X rm o'D ` -, - DK Fm -u ?n r o ?!, m F i m Z p?P?c?6 m m x i z -? m? fTl ' F - \ Wo om i v? D r o m r D ° m rrl z o ? 1 i-j ^ xz n ? O -3 C, 1v: ' (,0 ro `, r M `z m -D ?Oz 0-mp0 1 rri C-) ?!D '? z 00 Nn MCoM rnz mW otn WDD CO z,, C Do', Dn z r- --j o Wo z oz 0 i z -i :6 z 0 m m x -i o- 1 0-r_ Y 1 zoo ?- L<'0 O 1 1 Z? ?O N ;.\ GZ W Il ,J p mN w ASS YY z "'t=om. ` .. 1 x? ?,1 1 )YI 1? 1? N ?p11d o?z? d? W .1 0 N Dm z -zI Dm X r -C z Nm m? rTl ;u u r0 ZN mm 0 W CW LA D? OD Ovomo M-pam0 Z Q ZC)?=lD O0 0 0;5 0 zz -I D OmOZr? rM 0 Z : 2 rzDOr ?mmz nM 0 0rMr m 0 -zi m mD? ?x0? O -?i z ME X ?O 0 -i k J r X- W oomo -00z -z3 oozoD om C7 -!o m X _ U) Z M> rn?z Xz m0?J LI) ?ZOm om > 0 QZ:U X C) D i m 0 m U) ss -<. BUFFER 1\ 1 ASPHALT PATH _ - - - 31 ;• - y O L- -- -_•_345. ?- - - _ '._r ei ???li'? •--'-"".?`r-.,,,_:?_ ,•. .?•. ' \ ?- 340 - 01 T - .. . ` .-345- 4 N O - - - _-?- _ -- -- _ - =' _ SILT FENCE, TYP W p SEE DETAIL 201 °1'4+-00` v W 0,0/ 13+0012 - I- W ,_t n U,j W (n \ \? - ---r - - TOP M F NV IN(1 ZONE 2 BUFFER l 44f• CENTERLINE PROPOSED 18 SANITARY SEWER LINE 'A' 0 - ------ r a ?o u `U EXISTING CHAIN LINK FENC SEE PROJECT NOTE 15 343 9 V OUT TYPE. 'B' PAVEMENT REPLACEMENT = -? `?s l SEE DETAI? 107 >*. - - - , ST Np ZONE 1 BUFFER 9 % EXISTING XQ03jS ?- ? SANITARY SEWER ,,--JO BE LINED, SEE NOTE 2.2 AND PROJECT NOTE 25 _- % z 50 1 -_ 1144 } p n r 12. GUtA , ^ - _ V -- -- -_- -= -- -- - - _ - 3 ,5 `- '13 G1Jf i. IN',?_ 1\ % --- - - - - - _ t ?` I ?1 _ _. __ _ _• - _ _ - ` __ __ CONCRETE SIDEWALK _1.07._ .LF XI.STING _SAN -SEWER ti , 11' t REPLACEMENT, SEE DETAIL 307, TO BE REMOVED BY CONTRACTOR ' SEE PROJECT NOTES 28 AND 29 CENTERLINE PROPOSED 18' 3"MAPLE 5f -SANITARY -- - R LINE `A' " MARLE__. ill ?• E - _ -----'"?,p 'B'-PAVEMENT gEPLACEMENT - - - ?p ?t aa, l'r 5EE TAIL-1 G7 Apps tY/ ,_ _. ..._ - SILT FENCE, TYP ?• m SEE DETAIL 201 o?MH?3542; RE INV IN=345.'B' . X / FI, 11, ;`a =r INV OUT=34 jot4F (r1 "? 1 BUfF? y , 0\ ? E, T E R5 ? i `? '?, •? ,` f? ?\ ! I -ZQNE? lE jam/ 17.0' ' ±m I FRAME co _SS F3 A S -\q _12 "CLAY SS - 4511 -NT - , G O /? 12,0' #05556 ?pP N=357.5 INV IN=344.5 1 Q `? I INV 11T=344.2 ;i L) PIPE1 2 1 - - - _ g0-I `,BACKFILL ti \ SEE DETAIL 304 1 ' ---------------- ----- ---- - - N t - c Lo ....... .. N ? II II 7 , . . / t I : i II EXISTING MANHOLE AND 'INTERCEPTOR - - - I /NOTE' 23 i BE ABANDONED,, SEE PROJECT 7t 3 5, C) t IN 14 ?_' !-- 1? -.._ . - ? -- - _.. ? - - - TYPE 'A' PAVEMENT REPLACEMENT 5; 55 SEE DETAIL 107 s - ,f _ i oJl LINE PR. O06SED 15 ?o mu) CENTE ,- C?:1 es? V'` 1 SEWELINE A d ' G w? FFE j •, ;G ?c •RO?: SANIT RY - \ l l 1 P C , ON 11 1 ' a \ L1, , ? \ i _ ' ??? '"?""? ? y \ \ 1,,,11 " 'i'! . ,l CONCRET CURB &?? ER REPLA EM6N \ Itl'?lll E OF- STREET, SEE DETAIL 306 '2 p, +00 EACH .. , \ , - ? t - rR- PCLr. ?? /1/ ?// LIGH? / ?? ExEST i CONCRETE- SIDEWAL DETAIL 307 REPLACEMENT, .SEE' IS \ 146 t_F... PIPE -BAC FILL \ \ \' t} ,."b t?1`*''r< yes b SEE DETAIL 30* 3r} 1 Aso, 1 1 ?X CN? 50 L PIP C IZIS 'N 1 CONSTRUCTION ENTRA CE/EXIT SEE DETAIL 30 4 i ?s - - Z N W 'V -, 1 Cr SEE: DETAIL 301 a ..- II -35,.2 12.5 w r w \ I'"': 1 1 1 ?OP? W)34?45?, 11,5' s N V ')~ T?G7. 18 CLAY ..5.. cu-4 1 1 1 N =347a -ss =" t ss- \ LF PIPE ' 4B T IL 0 SEE DE A -?% .115,5\-SS?'? MEI gpCKFILC % ss IN ? 1 a-ss TYF4CAL IN'-LINE PIPE k1' PLUG, SEE DETAIL '303 GR?CPIC iF , 1 OJ t u , ?. ? i 1 y I TERCEPtOR 10 20 / l 20 EXISTING MANHOLE \AND . ? „??, 2 TO BE `A8 NDONED, SEE PROJECT NOTE 23 ?1 t? 1 \ r E E SIDEWALK ( IN FEE R 1- \ 1 1 CONCR \ t 1 1 ` T, SEE DETAIL 367 \ r / 1 . 20 REPLACE 1 r Inch/ C C tom, " 1 \- / ' /? \ r •' • / .? '- r ` r i LAN \ 1 \ C , // i. J, JD JI ( t, / i , ctjl?l- 35" EXIST MANHOEE' & INTERCEPTOR TO BE ABANDONED SEE P €! / \ .--?= ROJECI 'NOTE 23 co r EIS' --; cd? f CONCR TE CURB AND GU TER x?0EPLAC'MENT, SEE DETAI - :SIFT FENCE, U7 SEE DETAIL 20.1 ?v4`_+. ft1 ?, ; 1 !?\\ / TYPE 'B' PAVEMENT REI?LAC (n \ SEE D `AI EMENT, r \ ? L 107 / j . C TER?INE PR POS ??2 NITARI SEWERS INE ED 11p 'q5.? \, < \ SHEETING?REQUIRE \` ?? IN THIS `AREA, SEE NOTE ,6?/ - ; O \551 31 N S O\J 2 C0? R C Z k \ \ TION EN: RANCE wT . Eo0 C) T\ /EXIT, TYP ?c r p .SEE DETAIL 301 A// EMOf R CKF1L /^ t ?) ?H 1N?E3 6v I u x v SE -' y, a /// r?" ; ,'COk?ETE SI EWALK REPLACEMENT, EE DE G r \?,s s ?C??LLCE?N--TERM E PROPOSED s p0SS \ ° \ o SEWER $ EE D ? ? `? SSE /SHEET 16 LINE o 4 > Q GRADE AND BACKFILL PER SPECIFICATIONS. \ II,fL; ? J 11 / \\ CURB\`INLET \ (? SEDIMENT CONTROL, TYP zoNE2 F3(JFFER (WHILE RQAD CUT IS EXPOSED) _ \SEE:DETAIL\.204 O \ A \ ZONE 1 BUFFER ONE FILTER ?\.. IN-LINE. PIPE 0LUG, SEE dETAIL_ 02 EA SIDE OF -STREET-- _ \ SEE DETAIL 303 h-Z, G 0 f. - ?- r, TOP B,, w'I7? fn CONS SIDEWALK REPCA?EirIf:NT? 0? ss SEC?'DETAIL 307 30 mss ?.1 J 'v?,C. = - - J 0559 ,? 1 \ L` REPLACEMENT MH=? r \ti . ?? / °S? i O 34 07 v W? 9.6 \1 IN VV 345.5 \ ;,\ f / 335 ??\ O q E AND-INTERCEPTOR TO BE 3EE PROJECT NOTE-23 P PAVEMENT ;! \ \ \ •? 6' ?9 Z BENT, SEE DETAIL 107 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 ll 1Ci1 = 4u IL. 2C0 n o ' 1 7-7 (n/,jDvj so ? r ? 0 , A 7c N f / 4p "ol C yr\ / X, n L -- / p / ? f ,? ' f ?! ? ? .Z M r.) ? __._: -.__? -??? ? ` !t1 ?? S'y'. ? ?? / / f ? ?,, ?, • r?` ?? 1 k` ,f j i? , - ? .? ter' i;? •' ?.? ?' / : -%j ??'=mot A _ f ?o? c _' ---_ r.-' o w PEN ?.aNTERCEPTOR 'o Q EXISTI 303/j 6" ?af / TYP Q'w SEE DETAIL,, -p'381 40 !LFt, r? \ 31+()o TOP.MW-357,75, ' ?? _? (J r _ 'W V IN(N?)=S51.a.,. 2 it.F /' \r REMOVE ..2 _ _ ?/ r? _ ?ii?:.,ii?_? '? // ?' ? i• Il?1L.IN('W)=351,:0 EE DAY k: 34. II „r ` J INS UT o 95 , '•` ? ;.:?'. -'III _ ?, __ '; ,r?..r,°-'' _.__j?`.` !.( \ , _ `?''? ` / / , / ? "' '7 N/ N 6 _ ?fJl f111,? ?., \ ?j I I -? S ' ?- h A EXISTING GRAVEL `5 I / ss ` PARKING ARE .,?$W N z T v °CLAY±?? S / I I -611 :WALK REPLACEMENT COPCSEE DEVIL 307 TY 0 ? O #056 AND ;GUTTER I " i H=358.0 CONCRETE CU SEE DETAIL 306 0 L'F PIPE BACKFILL M ? , G O - _ /? (w)=349,, r ' REPLACEMENT, ` I SEE DETAIL 304 `., IN(N)=3?a.1 IN( 51-1 0 ? \CONSTRU T10 , INV OUT 349.85 `• ??CEPTOR NTRAWCEyEXIT, TYP EX?STING MANHOLE AND IN CT 2 6 JE PG v n SE?dETAII 301 - TO 9E ABANDONED, SEE -7-7vUll ENT ?.a`? TYPE B' ?A\)EMENT' RERLACI=M > %/ \a cz? SEE DETAIL 10T \ W 12"?1K' DASHED LINE INDICATES'FROM PLAN DRAWING ONLY.C NO FIELD `r 40' AK y r J %I OBSERVATIONS WERE MADE AS / ?C?i: TO THE LOCATION OF\ J i.?' UND , ROUND LINES. - / _ZbNE 2 BUFF ZONE 1 QUFFLR_ t2'(73 -0 0 r..3;7.;ir/ J1 T1 l? 'Um Lu "? Q 12 GIJtii ? 2 u 2 CONTRACTOR SHALL REMOVE SAN SEWER___ .-- - - - - ?' '! O /' / l' ? "jar. t ,>>4l n ~ f ?\ 0 A MINIMUM u') cq _'T AERIAL CREEK-CROSSING- bF 15 EA SIDE OF CREEK BANK, TYP SILT FENCE IIi/y. ?. \ -fi - - - Sfft \ -R?JEE- NOTES 28 AND 29 z SEE,DETQ 1 V) CENTERLINE PROPOSED 16 4o,,LFt, ITYP SANITARY SEWER LINE 'A' r'------JT+?O - ?. - - - /• X33' \Y r ? ?? _ 34>?O(f._ _`.?" - / - --ss---__ ss\ ???i s- -----ss_ WZ ? Vii. \ ~,taJ- ..? .... ,... - ?.. .._. ..... _..... `/ -' .iri ""' "11 - - - - _ SS _ _.. -- SS - ,,,- ... ,.......- $S ENE 1 BUFFER ?4 \ 71 CONC SIDEWALK REPLACEMENT,; REMOVE 40 LF TEMPORARY STREAM CROSSING / TYP,?SEE DETAIL 307 EXISTING INTERCEPTOR 1100 ETAIL?A? S I RIP RAP) SEE DETAIL 303 CONCRETE CURB ANO?`'\GU'?TER I ' SE0 zaNE,2 BUFFER ` REPLACEMENT, SEE DETAIL 306 GRI - EX STING MANHOLE AND INTERCEPTOR TO B ABANDONED, SEE PROJE6T NOTE 2\ za o z EMEN1' REPLACEMENT PLAN f 01 1?=20' om ,? 1 -- ----------- ------ - -- -- ---- -- ---- ?' y O `/oo #4187 TOP MH=359.05 INV IN=351.15 INV OUT=350.9 .' /i ?.... 40"OAK DASHED LINE INDICATES/'FROM li- :?'- ' / OAK PLAN DRAWING ONLY .\ NO FIELD OBSERVATIONS WERE MADE AS / - _ r TO THE LOCATION OFt,, 7' UND OUND LINES.` \ 51, 2Z?Ax - __zONE 2 BUFFER s; doh ?,? ?Qr /. ice, .??A 12 0, ZONE 1 U FAR /12' GN ?Op ? V _. ?. 12"GUM t?Q 12-Guth CONTRACTOR SHALL REMOVE SAN_SEWER__ '? AERIAL CREEK GROSSING-TO A MINIMUM + 02?6? _bF-..1.50 EA SIDE OF CREEK BANK, TYP O N SILT FE,NC; :i r \ SEEPR?fJEET NOTES 28 AND 29 /' Z? 11/ ?'GOO SEE,DETAI1.%3d1 1 \ CENTERLINE PROPOSED 16 Y / \ SANITARY SEWER LINE rA 3-5400 34ij0? 1 m/ i X60 L PIPE BACKFILL LLJ LLI _S5 y_ - SS---- 12°CLAYSS? ry .?. _... ?.._ SS ..? .... r. ? .? SS .._ ..? .-.. _.?.. --ASS ._............?...._ .?. SS ..... ? ...? ....._..... SJ ?- - QNF, 1 BUFFER TEMPORARY STREAM CROSSING 1100 SF\CLASS I RIP RAP) X35' / S DETAIL1?211__ ZONE,2 BUFFER / N ' i \ i i REMOVE 40 LF EXISTING INTERCEPTOR SEE DETAIL 303 1 I 9 ' SEE DETAIL 304 GRAPHIC SCALE 20 0 10 20 40 ?o o; of ND ?Q ?r BO I ?E5 J -n llll m W N O O 1$ :5f) A,-0 •J '(}¢,Ir (®??,? 0 TYPE ,??? ? I? I?t.?r)•eti„1 ? _ ?: , ? /- /y ,, , __ 'B' PAVEMENT s.0 REPLACEMENT, SEE DETAIL 107 OP J"9.J\ ?9"RCP 3-?V.0 \ \ " AKA • CONCRETE SIDEWALK \ \ `?? ! f i \\ ' r ' \ \^ Z ?^ REPLACEMENT, SEE DETAIL 307 PINES 3 O?- y / r I EXISTING 4 ??, I I L ?' + 1 7An_ `. A, CHAIN LINK ti9% I \l,M;O ("JV /,0 FENCE, SEE \ PROJECT NOTE 1 3SF? -- r?/ a 9 i CURB INLET "'G9? ; F D »1'191 SEDIMENT CONTROL . ' roP J.IH`:35 SEE DETAIL 204 ;y 1\\. IN- ; •25 \\ / / -.359 3 INV `354: \\\ a -? rJV- i° 5.r j EXISTING `4' oll ti 111 F? ,C? AIN LINK \ \\ \ ?' o x < / ` (n ?? ?? 2 g?F. \ /)(FENCE, SEES TYPE 'B' PAVEMENT v PROJECT NOTE 15 ??; \ REPLACEMENT, ?i o ) \\ SEE. DETAIL 107 / T ?'L??' ?O. \ n TOP C5 `,z`-'8.25 ENTERLIN? PROPOSED 8 ; #0383/ SAWN, SEWER'INE 'T INV ONr?354.5 Tr_ < . 9 r TOP MH=35815 r SEE `8HEET 16 \ ?r.1v w(E)=383. 38 LF/ PIPE BAC4;FItU y, ?Q \ ?? i / NV\ r=5?,s5 /,5tE DETAIL 30 / 1 \ \ - /#03821 X45 i! 2?6k. 60 LF PIPE B QKFILL TOP Mil 35 -:5 \ \' / 1 SEE DETAIL 3 1N?w=3?.6 8 F LAYS` -----?7 INVOUS?3.55 ,%#0384 _ss_,__- --355.'. ,\ r ??LF \ ?`?\\\ a?OP 1=359.65 . 0 ?/ ! ( Ui-355.1 3 I/NV S)=354,15 ? ' "" ' -ss _ _ \ V OUT=353.' ` _s T '1 \ ?IS1 #0561y -=-3,->9.65 \O\LF PIP" BACKFILIC I TOP MH=358.4 OP \ ?y \ INV IN(S)=,- .7 f / INV' IN=3?2. 5 INTEF \ SE DETAIL 304' "- - 1 V OUT-3510 ABA INV IN(W)=3,52.05 - ?? I N V IN(N)A352.3 -PROi \ r IN.V OU 351.95/ - \ \ a' \ TYPE 'B' PAVEMENT 20\ \ REPLACEMEN'f, W EXIST MANHOLE AND SEE DETAIL` 107, v'Z INTERCEPTOR TO BE MH 40. 1'8A - L 303 `\ . ABANDONED, SEE?} STA 39±06'.76 / r A ir,^-r KInTr7 12. / •.•;,..! ?''? Ffr,;t; 111 1 #419 TOP MH=360:1'• _ ?/ !! INV IN(E)=357:Zr . NY IN(S)=357:4° MJV 0UT.:=6.55 K CONSTRUCTION ?NANCE :. ?. / /? EXIT, SEE DETAIL `301 MH NO. 4194 STA 0+75.42 LINE 'G' SEE PROJECT NOTE 25 r 1 °? _ 6NTTRA TOR \SH4LL REMOVE SAN SEWER AERIAL REE CROSSING TO A MINIMUM a Y \?, OF 15 EA" SIDE''OF CREEK BANK SEE PROJECT NOtES 28 AND 29 CENTERLINE PROPOSE 8" v ?S tNITARY SEWER LINEIV a \`..?. \SEE SkEt 1s / z5 ? 54r?:+h. ct,7SSS? 7So sF ? S's? o s U 7 ?? 'Z wil?iln ?yaf??^C?icJlAr 18"MAPLE z:c rs'< - - \? fq NFl Lgve? Q cb; s? /\ S h ?ryT, \ 4 + o rte. / EXISTING AERIAL CREEK It 2: QO \ + p? j?..? CROSSING TO REMAIN C3 + MH NO/ 19A f F e?? / 'S:TA 40+71,7 ? INE 'A' O Q a o?'??,?/%1s =ST O+O? E "G„ .? .,,? =.vvi //` ?`/ ,??s sf 10 oe- 7 q '70P.E - / wr:z 19.4- tii 4 SILT FENCE,---TYP ?`\ x?i /? 9 ?s F SEE DETAIL 201 C/ / 111 -- -- ?E3P 1,0385 -- ---z - aQ7 2?4r? ?pti v. I? 3 - F PIPE BAC LL INV INN)=355 - 'INV IN _ 111 SEE DETAIL 304 - Jriv IN(w54?i5 INV OUT= 4.0 - CN w Lo :V Y M. 12"CLAY Nw_ - - - -j .. __..._...... _. N ?z 0 - ' S SS '7z_ w - Q 7 - Q - SS? gg F 72°C (n I .j 0) r F- W MOVE 20 F w < W z W ?F 9 p CENTERLINE PROPOSED 12 IST MA ._OLE AND CE TERLINE PR'OPO" 5" \\ xs 0? SANITARY SEWER LINE H fERCEPTOR •fi0'? BE SED 41 ANDONED, SEE AMTARY SEWER!"LINE -_1'pvd -SEE SHEET 17 - - -? 0 CT Not 23 Ile y1 71'3 sr 4 ?nn 9 GRAPHIC SCALE fAr ?J I LL) 376 Z - - - ---^ - - - --- - 37E = O z Ld _, _ z ____ -a- O m --- -- - ------ --_ N _ _ _. N a -- _ ? 368 Z c6 ,?_ ©"-?? II I- +JII IIZ O-?-? ?-? ____ --- --- ---• - ---- -- ---- - O -O Z ----_ ? + Q_ NNE . H I II IIp --- Z Z »5 -=--- Z Z Z -- _ ---• 361 -_ M c 1r Z Z Z - -- --- -- PROPOSED SAN SEWER _- _ 360 36 920 SF P RMANENT - -- RIP RAP PIPE SHA LL BE CL 5? _ PIPE FROM LINE 'A r- 352 35 S-LF-CO SEFDE . CRETE-ENCASE L109----- ENT- -- ---- ------ ---- --- -- - I i 7 ?