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HomeMy WebLinkAbout20011590 Ver 1_COMPLETE FILE_20011030 F W A TF Michael F. Easley, Governor Q q William G. Ross Jr., Secretary QG North Carolina Department of Environment and Natural Resources C!j 7 Alan W. Klimek, P.E. Director Division of Water Quality August 22, 2002 DWQ# 01-1590 Moore County Mr. Bobby B. Teague Town of Southern Pines 140 Memorial Park Ct. Southern Pines, NC, 28387 APPROVAL of 401 Water Quality Certification with Additional Conditions, Wetland Restoration Program Dear Mr. Teague: You have our approval, in accordance with the attached conditions, to place permanent fill in 0.48 acre of wetlands in order to construct a road crossing associated with the Patrick Road Extension project in Moore County, as described in your application received by the Division of Water Quality on October 30, 2001, and in additional information received July 23, 2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3375. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non- Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional conditions listed below: We understand that you have chosen to contribute to the Wetland Restoration Program (WRP) in order to compensate for the impacts to wetlands. This contribution is to be made to satisfy requirements for the 404 Permit, but is not required for this 401 Certification. Until the Wetland Restoration Program receives and clears your check (made payable to: DENR - Wetlands Restoration Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at (919)733-5208 if you have any questions concerning the Wetland Restoration Program. You have one month from the date of this Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 0.48 acre of riparian wetlands in the Lumber River Basin, Cataloging Unit 03040203, and up to 0.96 acre of riparian wetlands mitigation will be provided by the W RP. Please be aware that the Wetland Restoration Program rules require rounding of wetland impacts to the nearest foot (15A NCAC 2R .0503(b))." 2. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed. If you do not accept any of the conditions of this certification, 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 1508 of the North Carolina General Statutes to the Office of Administrative 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. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Ken Averitte in our Fayetteville Regional Office at (910)4861541 or Cyndi Karoly in Raleigh at 919-733-9721. JQ---?V Klimek, P.EN. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015 Customer Service 1 800 623-7748 AW K/cbk Attachments cc: Corps of Engineers Wilmington Regulatory Field Office Fayetteville DWO Regional Office Central Files File Copy Jay Carter, P.O. Box 891, Southern Pines, NC, 28387 011590 NORTH CAROLINA-DIVISON OF WATER QUALITY 401 WATER QUALITY CERTIFICATION SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS In accordance with 15A NCAC 2 H .0500, Mr. Bobby B. Teague of the Town of Southern Pines has permision as outlined below to fill 0.48 acre of wetlands in order to construct a road crossing associated with the Patrick Road Extension project in Moore County, North Carolina. All activities associated with these authorized impacts must be conducted with the conditions listed in the attached certification. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS. COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM LOCATION: COUNTY: BASIN/SUBBASIN Impacts: 0.48 acre of riparian wetlands Patrick Road Extension Moore Lumber (03-04-02-03) As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined below prior to conducting any activities that impact or degrade the waters of the state. Mitigation: Up to 0.96 acre of wetlands by WRP Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program must be rounded to the nearest foot and acreage requirements must be rounded to one-quarter acre increments according to 15 2r .0503(b). One of the options you have available to satisfy the compensatory mitigation requirements 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 to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM. Signature Date WETLANDS RESTORATION PROGRAM DIVISON OF WATER QUALITY 1619 Mail Service Center RALEIGH, N.C. 27669-1619 (919) 733-5208 v North Carolina Department of Environment and Natural Resources Michael F. Easley, Governor William G. Ross Jr., Secretary July 25, 2002 Dr. J. H. Carter III and Associates Post Office Box 891 Southern Pines, North Carolina 28388 Subject: Project: Patrick Road Extension County: Moore AFK]WVA NCDENR 71 6 00? The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) is willing to accept payment for riparian wetland impacts associated with the subject project. Please note that the decision by the NCWRP to accept the mitigation requirements of this project does not assure that this payment will be approved by the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCWRP for impacts associated with this project is appropriate. This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. Based on the information supplied by you in a letter dated July. 19, 2002, the riparian wetland restoration that is necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of mitigation that the NCWRP will accept for this project is also indicated in this table. Stream (linear feet) Wetland (acres) Riparian Buffer (ft2) Impact 0.48 riparian Mitigation Maximum 0.96 riparian The NCWRP will provide mitigation with an approved combination of wetland restoration, enhancement or preservation. The riparian wetland mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for impacts associated with the subject project in Cataloging Unit 03040203 of the Lumber River Basin. The mitigation will be performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998. If you have any questions or need additional information, please contact Crystal Braswell at (919) 733-5208. Si ely, Ronald E. F rrell, Program Manager cc: Cyndi Karoly Wetlands/401 Unit Henry Wicker, USACOE Ken Averitte, WaRO file Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 (919) 733-5208 Fax: (919) 733-5321 MEMORANDUM TO: John Dorney Regional Contact: Non-Discharge Branch WO Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Town of Southern Pines: Patrick Road Extension County MOORE Project Number 01 1590 County2 Recvd From APP Region Fayetteville Received Date 10130101 Recvd By Region Project Type road crossing Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet - - Type Type Impact Score Index Prim. Supp.' Basin` Req. Req. 14 OTTT [©O N F- 14-'-t 1 2 I ° F-- 30,750. 0.48 45.00 F Mitigation Wetland MitigationType Type Acres Feet Wetland WRP BLH Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y * N Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N Is Mitigation required? Q Y O N Recommendation: Q Issue 0 Issue/Cond O Deny Provided by Region: Latitude (ddmmss) 351040 Comments: Longitude (ddmmss) 792537 cc: Regional Office Central Office Page Number 1 FIL.E. C., 0 P Y cry > (L 0 1111111, 11 lgn,g W Pre-Construction Notification (PCN) Application Form ?G 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.mil/wetlands/Perm 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.anny.mil/wetlands/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 htip://h2o.enr.state.nc.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. USAGE 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/nwpfinalFedReg_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 htip://h2o.ehnr.state.ne.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. 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Section 10 Permit ? 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14 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: II. Applicant Information Owner/Applicant Information Name: Town of Southern Pines, Attn: Mr. Bobby B. Teague Mailing Address: 140 Memorial Park Ct. Southern Pines, N.C. 28387 Telephone Number: 910-692-1983 Fax Number: 910-692-1085 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: Dr. J.H. Carter III Company Affiliation: Dr. J.H. Carter III & Associates Inc., Environmental Consultants Mailing Address: P.O. Box 891 Southern Pines N.C. 28387 Telephone Number: 910-695-1043 Fax Number: 910-695-3317 E-mail Address: jcamain@pinehurst.net 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: Patrick Road Extension 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN):857217203657 (western), 857106498843 (eastern) 4. Location County: Moore Nearest Town: Southern Pines Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): South on U.S. 15-501 to Morganton Rd. (SR 1309), west on Morganton. Turn North on Knoll Rd/ Pinecrest School Rd. (SR 1905), which is next on right after Tanglewood Dr. Patrick Rd. is first right off Knoll Rd. and is proposed to extend east to Tanglewood Rd. 5. Site coordinates, if available (UTM or Lat/Long): 35° 10' 44.6" N, 79° 25' 34.5" W (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: Woodland 7. Property size (acres): Proposed road will go through two properties- western: 13.58 ac., eastern: 114.44 ac. 8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to unnamed lake which drains to Watson Lake then Aberdeen Creek. 9. River Basin: Lumber River Page 4 of 12 (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/mms/.) 10. Describe the purpose of the proposed work: The Patrick Road extension will connect Knoll Road with Tanglewood Drive allowing residents of Patrick Road access to Tanglewood Drive Also the extension will allow residents of Tanglewood apartments to access Pinecrest High School and U.S. Hwy. 15-501 without using Morganton Rd. 11. List the type of equipment to be used to construct the project: Backhoes, bulldozers, dump trucks and other road-building and grading equipment 12. Describe the land use in the vicinity of this project: Commercial, apartment complexes, other residential developments The Plantation Golf Club and a cemetery. 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. Wetlands on the western half of the project area (mostly west of stream channel) were delineated December 1997 for Frank A. McNeill et. al. and the jurisdictional boundaries were certified by a U.S. Army Corps of Engineers official on 2 March 1998. (Figure 11). Wetland line on eastern property was delineated in the project right-of-way only in August 2001 by JCA Inc 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: 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 Page 5 of 12 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. 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*** 1 (Figure 7) Mechanized clearing, fill, box culvert 0.48 Yes (Figure 4) Adjacent Beaver pond * 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 htip://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: 2.07 acres on western property. Only wetlands in the road right-of-way delineated on eastern property. Total area of wetland impact proposed: 0.48 ac. 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? (please secify * 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 internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Page 6 of 12 Cumulative impacts (linear distance in feet) to all streams on site: 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 of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not hinted to: rill, 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.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: 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. The purpose of the project is to connect Tanglewood Rd. with Knoll Rd., and to do this the wetland must be crossed Construction of the proposed road extension will help to lessen congestion of Knoll Rd from residents of Tanglewood Apartments. Patrick Rd. extension will allow residents of Tanglewood Apartments direct access to Pinecrest High School and U.S. Hwy. 15-501 without accessing Morganton Rd. Morganton Road is a high volume corridor. Considerable congestion occurs at the intersection with U.S. Hwy. 15-501 and the intersection w/ Knoll Rd The Patrick Rd extension will also allow residents of Crestwood Commons, on the Page 7 of 12 existing portion of Patrick Rd an alternate access to Morganton Rd without making a left turn onto Knoll Rd. An open bottom culvert-type bridge will be used to prevent disturbance to the existing streambed channel (pure 8) The road was designed to intersect the stream at as close to a 90 degree angle as possible to minimize the impact area 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 htlp://h2o.enr.state.nc.us/newetlands/stnngide.html. 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. Payment into the N.C. Wetlands Restoration Program- see below. 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/yU/l*ndex.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): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): 0.48 acres Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® 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 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 ? N/A 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. 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 V Yes ? No ® If you answered "yes", provide the following information: Page 9 of 12 Identify the square mitigation is requi multipliers. feet and acreage of impact to each zone of the riparian buffers. If buffer •ed calculate the required amount of mitigation by applying the buffer Zone* Impact (square feet Multiplier Required Mitigation 1 3 2 1.5 Total * 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. 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. Proposed road development will result in a total of 0.347 acres of impervious acreage including 0.288 acres of paved road and 0.059 acres of sidewalk. Impervious acreage will make Lip 46 % of the 0.747 acre proposed right-of-way Curb/ gutter stormwater drainage will be installed on both sides of the road. Surface runoff is to be collected in underground piped storm drainage systems discharged into 2 stormwater management ponds located above the limits of wetlands and treated in the ponds. Stormwater will then be released by overflowing broad road crested rip-rap weirs from the pond onto the natural existing grade surfaces all above the limits of wetlands and at non-erosive velocities (HUA 2002) (Figures 6 7, 9 & 10). 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. Page 10 of 12 XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. 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). Applicant/ =gent's ure - Date ( s 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 US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 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 Union Watauga Yancey Wilson Yadkin Page 11 of 12 Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 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) 856-4520 h and Wildlife Service / National N US Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 665-1195 [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 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 CAMA and NC Coastal Counties State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 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 Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kernersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 12 of 12 Patrick Road Extension - SP0032 Southern Pines, NC Response to Review Comments : Nov. 5, 2001 Comments by Allen Davis, US Army Corps of Engineers/Wilmington - 1. Shorten the effective fill length across wetlands to 200 linear feet by adjusting the vertical road alignment and/or bridging a portion of wetlands. Response - The fill length across wetlands is difficult to reduce to less than 200 linear feet. No amount of roadway vertical alignment adjustment can reduce this crossing length. We have revised the plans by using an open bottom culvert type bridge. 2. Avoid relocating the streambed by bridging/bottomless-culverting over the existing streambed alignment. Response - We have revised the plans by using an open bottom culvert type bridge to prevent disturbance to the existing streambed channel. Nov. 6, 2001 Comments by John Domey, NCDENR DWQ/Raleigh - 1. You have not provided plans to which describe how you plan to manage the stormwater from this new impervious surface. Response - Stormwater management plans have been revised. Surface runoff is to be collected in underground piped storm drainage systems, discharged into stormwater management ponds located above the limits of wetlands, treated in the ponds, then discharged to natural surfaces also above the limits of wetlands. 2. The southern drainage pipe must be redesigned to ensure diffuse flow. Response - Both drainage pipe discharges have been revised to discharge into stormwater management ponds, then released by overflowing broad crested rip rap weirs from the ponds onto the natural existing grade surfaces, all above the limits of wetlands, and at none- erosive velocities. ? Town of ,wAtt¢S?_? S ?. Z ? S Mp i 13 ; 3 'gyp 'North Carolina s' ' 1 The Mid South Resort Internationally Recognized for Program Excellence June 15, 2001 To Whom It May Concern: 7ill ;V, 80 _...i This letter is to serve as notification that Jay Carter and Jay Carter and Associates, Inc. have been retained by the Town of Southern Pines through the engineering firm of Hobbs, Upchurch and Associates to coordinate and submit proper documentation related to all environmental permitting issues for the extension of Patrick Road from its existing dead end to Tanglewood Drive. Any questions or concerns may be directed to me as follows: Bobby B. Teague, P.E. Public Works Director Town of Southern Pines 140 Memorial Park Ct. Southern Pines, N.C. 28387 Phone: 910-692-1983 Sincerely Bobby B. Teague Public Works Director cc: Charles D. Heiser, P.E., H.U.A. Figure 1. Location of proposed Patrick Road extension, USGS Topographic map quad Southern Pines, Moore County, North Carolina C7 o_ ? o ?U U Z .Y a? ?a ?v o ? 0 0 0 Y rA Q??r Q? Q .O c O bA U Q O 0 N U bA w P'ft? t High Edlool Y A PROJECT SITE (c) 2001 rml: u 1,9 mi 31 km acroa:s Map Centerpoint: -79.42526, 35.17978 US FLOOD HAZARD AREAS Flood Data ? 100 - Vr Flood ? 500 - Yr Flood ? Water Bodies ? No beta ESRI/FEMA Project Impact Hazard Information and Awareness Site http://www.esri.com/hazards 1 II U 0 a a m w 0 a 0 a b v 0 1 1 \ v THE 1 ? PLANTATION GOLF CLUB 1 ' J y 1+00 ?x0p' CRESTON COMMONS ?s APARTMENTS x00 ?0?? 00 r 1 2 1 ,, 6 ,t" R/ t 1 I? I?t ry{I I v i! x N, 1l / y, S a ?, x McNEILL 1 I ; ?! DEVELOPMENT 9. f / J-Z r ?1. rig i 1 EXXON i / GAS STATION _.. ( / :j __.. / PINE YiUR--i INVESTM_yT+/f BACKYARD / VAN CA6lP PROPEfiIY ?' . BURGER / / / 1! v GRAPHIC SCALE / / m o a m tm ? ? (INFER) N z 0 w ?o 4 n y m . W (?? NN sQ? V ? UN l4d Z0 a4 j cr O ? «m (n Cq n ? NO av+ 0 .. my 0 3s a vi 0 0 M Z 0 W s ZZQ X J L u. 0 0 J w U ? 0 IL MAY, 2001 r CDH xu DPR ',wo- sae 1' = SO' sur C-1 r COMPACTED A CONCRETE SUBGRADE (@ C30' CONCRETE URB AND C2 SIDEWALK (TYP.) C2 C2 GUTTER(TYP.)- g ROADWAY SECTION C2 C2 NOT TO, SCALE -1113 \1A Oo V %4 r m ?Kn= N ?a SAO n Um W2 rm :xz cx -J E? Z5 :_et 2 ?a O o T U -" NO m? 3a (ll 0 M Z G) Z W e p co ¢Q ? Q U J d o. nac MAY, 2001 0m m CDH owu? DPR c?aan: CDH , sane 1'=50'H : 1'=5V zftr w. C-2 ` 34 Y N /, i z \ \ / y LIGHT e• o )0 \ A BROOM Ln C2 C2 CS 10EWALK f, o ?eY / FINISH ?r 500 ? .i e ? kz "yq? 1/8R SURFACE Fx REMOVE E)( 15 gp, 4 2" CLEAR SD AND FES BRIDGE SYSTEM Rod / `' (TYP-) 1/4' CHAMPFER C2 C4 / EX Cl TC 392.8 InP-). EX. INV. 386.80 \ x \ y COMPACTED l_ NEW INV. 386.80 5OLF ) SUBGRADE L ° ' / ASPHALT EXPANSION JOINT MATERIAL '15RCP { 8 C2 TC 38232 C6 ' / 6 x6 WELDED WIRE MESH J 1/2" EXPANSION JOINT SHALL 1/2' WIDE AND FILL FROM BOTTOM ® 1,60 ; xpo / INV. 37645x BE REQUIRED WHERE THE OF CONCRETE TO WITHIN 1/8° TO " 2 JR ' SIDEWALK JOINS ANY RIGID ' 1/4 BELOW TOP OF CONCRETE FES #4 INV. 3e6.0 ?\x <? s 3LF 15 RCP. ®1 oox t:/ STRUCTURE AND AT 40 INTERVALS EXPANSION JOINT / STORMWAT POND #1 ER \ ' 50 ITH 'Lx20W W WEIR2)DP \ ?o? {'r SLEO/EPIAND --- ;VALVE i t CONCRETE IDEWALK DETAIL :0 h q B 17 a 2 xpo C2 C2 NOT TO SCAIF p 3 C2 C2 TC 382.32, W ; INV. 3j6 22 > \ 1 j so STORMWATER 4 15 RCP x O a 1.007 ,. POND #2 (TYP.) r 'GRAPHIC gCALF ? 1 / C5 50'Lx201Yx3 1 2-DP WITH A 7 WEIR r FES #1 9 I O I TC 375 O J 1 ' ' ' ! 2 6 2 27" R-B ROAD WIDTH 4 f nc rat 1 1' TYPE 1 b?h = 50 n LOW POINT ELEV = 381.99 1-2 ASPHALT LOW POINT STA = 9+50.94 PVI STA = 8+17.61 BINDER COURSE B PVI ELEV = 380.32 ABC I 8° A.D. 0% SLOPE 2.07 SLOPE 2 66.67 . 1 400.00' VD I i _ i N O U) id, Wid .7 V4- n n ro Q N' ?2 oa ?w? zm ??W a4 -j Ei Zy? «i0 Z ON ?o m o? o„ mo 0 3t vi a 0 ® M N UI O O Z a m a a 0 N A5 S K x a m a I r I ? I I z tn?0 V W W M _j aa- 2 z0 0=Q0 CC a (13 0 w 00 0 IL a MAY. 2001 Dc am CDH DRS : DPR CHEa ; CDi scve 1' = 20'. C-3 I / m 0 N n o 1 / / / (IN Ft20 ' 4 . CENTERLINE ELEV. 384.56 08' FOUNDATION 20'-01 SPAN I -SECTION B-B INV. OUT 370.00 3H:1V SLOPE 30' TALL HEADWALL FLOW V' NGWALL LENGTHS VARY - (SEE PLANS SHEET C-3) 84LF BRIDE SYSTEM i SECTION A-A INV. IN 370.50 WINGWALL LENGTHS VARY - (SEE PLANS SHEET G-3) P, I 0 0 c c i a 0 n i °o °a x N i rc U a 6+50 7+50 384 364 388 380 380 384 384 376 376 380 380 372 372 376 376 368 368 -80 -60 -40 -20 0 20 40 60 -80 -60 -40 -20 D 20 40 60 6+00 7+00 4, 1 _ 1 J92 ? . 1 392 J 388 388 i 388 388 384 J89 -80 -60 -40 -20 0 20 40 60 380 }80 5+85.15 _L Lj 376 }76 3921_.}.. 392 372 l i 372 -80 -60 -40 -20 0 20 40 60 -80 -60 -40 -20 0 20 40 60 .10+38.51 384 Sea hi 360 380 II??I`j ?InII -80 -60 -40 -20 0 20 40 60 8+50 r0+00 384 784 384 384 II i 380 380 ill..; 380 -BO -60 -40 -20 0 2D 40 60 376 376 9+50 372 372384 384 -i?F- -I ?.4_I I I i -80 -60 -40 -20 0 20 40 6D : 8+00 3e0 t - + I 380 - ?-° 384 I ' L -I_,I Tn w? ?- J 384 . 376 - -- 376 -80 -60 -40 -20 0 20 40 60 380 380 9+00 384 384 376 376 380 380 372 J72 4-1 376 376 368 368 -80 -60 -40 -20 0 20 40 6D _8n -60 -40 -20 0 70 40 6n FLOW 2O'SPANx4'RISEx84LF BRIDGE SYSTEM BY GON-SPAN OR ENGINEER APPROVED EQUAL -TOP OF BANK (TYP•) -_..( --.--- V - --- --- --- --- - --- --- --- --- --- O 4 HEADWALL AND VANGWALL ASSEMBLIES AT BOTH ENDS TO BE SIZED BY MANUFACTURER PLAN VIEW 1 CONCRETE SIDEWALK DETAIL C2 C4 NOT TO SCALE 0 I 23AWG WIRE MESH WITH 1/4" OPENINGS 6' LONG STEEL STAKES (TYP..) EXCAVATE FOR °0ooo0°O '°0000 (E57 STONE SEDIMENT CAPTURE ODo D Do op° INLET co I=-I^.11 N °Oo?Opo , ?c v 0°o0o?a FILTERED WATER PLAN SECTION A-A NOTE: FRAMES AND GRATES TO REMAIN OFF INLET STRUCTURES WHILE INLET PROTECTION IS IN PLACE M TEMPORARY ROCK INLET/SEDIMENT TRAP PROTECTION C3 C5 'NOT TO SCALE DESIGN PIERMANENIT SPRING SEED UX Mix I_ DATES MARCH 1 - JULY 1 MIX 2 DATES MARCH 1 - JULY 1 PERMANENT FALL SEED MIX Mix 1 DATES SEPT. 1 - NOV. 1 PENSISCOLA BAHIAGRASS COMMON BERMUDA GERMAN MILLET PENSI SPECIES COMMON BERMUDA SERICEA LESPEDEZA RATE (OMB. /ACRE) 25 10 RATE (I B. ACRE) 60 25 30 SPECIES RATE (LB./ACRE) COMMON BERMUDA 30 WWNTER RYE {GRAIN) 40 SPECIES RATE COMMON BERMUDA (LB./ACRE) 30 SERICEA LESPEDEZA (UNSCARIFIED) 30 KOBE LESPEDEZA 10 MIX 2 SEPT. 1 DATES - NOV. 1 WIRE'FENCING AND WOVEN GEOSYNTHETIC FILTER FABRIC ° z o 0 0 io u 0 a m a 0 x NX STEEL POSTS WEIR LENGTH EXTEND FABRIC AND 8' O.C. W/WIRE WIRE INTO TRENCH VARIES - SEE PLANS) COMPACTED BACKFILL NON-WOVEN - S3 NATURAL Y GEOSYNTHETIC GROUND LINER 3'-0" I FABRIC UNDER MIN. 1:1 SIDE SLOPE STONE SECTION :t NOTE: 4 REMOVE SEDIMENT DEEPER THAN 12"-#57 WASHED STONE 12". REPAIR ANY UNDERMING H 0„ . IMMEDIATELY. I MI I J 1 3 TEMPORARY SILT FENCE DETAIL C3 C5 NOT TO SCALE RCP RCP PIPE SEEDING SCiiEDULE NOTE TEMPORARY SEED MIX SHAD. BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT. TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) o MARCH 1 DATES i GERSPCIEI MILLET RATE 'LB..ZACREI 3 TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT SPRING SEED MIX) DATES SPECIES RATE (LB./ACRE) SEPT. 1 - MARCH 1 WINTER RYE (GRAIN) 200 KOBE LESPEDEZA 120 PIPE OUTLET FLOW THICKNESS NON-WOVEN GEOSYNIHEDC FILTER FABRIC UNDEFLINER > 2? RIPRAP VELOCITY DISSAPATOR DETAIL C2 C5 NOT TO SCALE 2:1 MAX. SIDE SLOPE 18" OVERFILL 6" FOR SETTLEMENT EMERGENCY SPILLWAY 6" BELOW SETTLED TOP 8'Lx 1 4'Wx 1 2"T 0I DISSTPATOR N.? LENGTHxWIDTH VARIES - NON-WOVEN GEOSYNTHETIC FABRIC (SEE PLANS) UNDERLINER WITH AN 18; OVERLAP AT ALL SEAMS (TYP.) CLASS "B" RIPRAP CROSS SECTION STORMNWATER POND DETAIL C2 C5 NOT TO SCALE SOIL AMENDMENTS TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE• APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE' • REQUIRED FOR PERMANENT SEED MIX ONLY MULCH APPLY 4iO00 LB/ACRE GRAIN STRAW OR EQUWALENT COVER. ANCHOR--MULCH WITH ROVJNG; NETRNG OR BY.-TACKWTNGWITH-AS"LT €MULS)ON AT A RATE OF 400 GAL./ACRE WATER MINIMUM OF 1" OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED). MAINTENANCE REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. SEED BED PREPARATION 1. RIP THE. ENTIRE AREA TO.'6r.'DEPTH. 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE NTH "SEEDING SCHEDULE" AND MIX WITH SOIL. 4. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE" 6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING. 7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING SCHEDULE MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE. DAMAGED AREA SHALL BE REESTABIJSHED FOLLOWING THE ORIGINAL LIME, FERPUZER; -AND SEEDNG REQUIREMENTS. EROSION CONTROL CONSTRUCTION SEQUENCE 1. INSTALL SILT FENCE, SEDIMENT TRAPS AND/OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. 2. CALL FOR ONSITE INSPECTION BY THE SEDIMENTATION AND EROSION CONTROL INSPECTOR. 3. BEGIN GRADING. MAINTAIN MEASURES AS REQUIRED. 4. ALL AREAS WHICH NO FUF.THER LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN THIRTY WORKING DAYS. 5. AS tONSfRUCDON PROGRESSES,'REMOVE'StLT.AND SEDIMENT 3UllA=1JP5 AT ALL SILT FENCING; INLET PROTECTIONS AND SEDIMENT TRAPS TO MAINTAIN ADEQUATE SEDIMENT CONTROL MEASURES. 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS STABILIZED, CALL FOR ON SITE INSPECTION BY THE EROSION CONTROL INSPECTOR. 7. IF THE SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AND SEED, OR RIPRAP RESULTING DISTURBED AREAS. CLEAR All SWALES AND PIPES OR ANY DEBRIS OR SEDIMENT ACCUMULATION. ESTABLISH PERMANENT VEGETATION DURING THE APPROPRIATE TIME OF YEAR. B. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. 4 Z J 0 a X J W O zaz 0 0 2 0 0 a. W -MAY, -2MI DESwxm CDH De WN: DPR CKCM: CDH sawAS SHOWN vin xo. C-5 n a N 0 3 a 0 m 0 a a i d i i o° a x a BACKALL TO TOP OF CURB, GRADE SMOOTH- SEED AND MULCH rTC EL _' ,1 r- RIM EL 3 FRAME AND ca GRATE W/HOOD ALL STEPS IN MANHOLES SHALL BE POLYPROPYLENE PLASTIC, REINFORCED WITH 26" 1/2" GRADE 60 REINFORCEMENT. MANHOLE STEPS 0 16' O.C. IF DEPTH IS MORE THAN 3'-0". 8' MASONRY WALLS OR PRECAST CONCRETE Box DRAIN LINE L ? GROUTED INVERT 6" 6" CONCRETE PAD W/ #4 REBAR ® 12" O.C.EW. COMPACTED SUBGRAOE NOTE NCDOT STD. 1840.01 J M.02 MASONRY OR CONCRETE INLET BOXES. 1 CURB INLET DETAIL C2 C6 NOT TO SCALE NOTE: TOTAL WEIGHT FRAME GRATE & HOOD 510 LBS 24' 6' oooaooooooo?ooo CROSS SECTION OF FRAME, GRATE, AND HOOD 36' NOTE: NCDOT STO #840.03C WITH TYPE "E, F AND G' GRATES AS APPROPRIATE 30"x36" FRAME FOR 30" CURB AND GUTTER 3 CURB INLET FRAME AND GRATE W/HOOD C6 C6 NOT TO SCALE NG AND COVER M C5 C5 MANHOLE (1YP.) ?? ' 2 z 0 o 0G m 0 o rc 0 6"x6" #6 WELDED o WIRE MESH (TYP.) I - ? n ALL STEPS IN MANHOLES ARE T ,,, FEZ o TAPPEREO COPOLYMER POLYPROPYLENE ` 3 UFi1NG HOLES PLASTIC, REINFORCED WITH I/2 N 0 GRADE 60 REINFORCEMENT y MANHOLE STEPS 0 16" O.C. IF ' " <Q ui DEPTH IS MORE THAN 3 -0 . w L11 ba (n 8" SOLID CONCRETE BRICK c'4 48" / OR PRECAST CONCRETE BOX 0 ° v 0 w J Ir ° O Q? n' I ; ^` n ;i a y m Q 10 ° s J W? cn o 4000PSI CONRETE Z o FOUNDATION : :.' ;.. t ..,.. ; .. 4 R JR ..:.. COMPACTED ® SUBGRADE W Q z° NOTE: 12' O.C.E.W. W ck REINF. TO MEET ASTM C-478-72 J a 4 WIRE MESH-ASTM A-1 85-69 v 2 STORM DRAIN MANHOLE DETAIL y m C2 C6 NOT TO SCALE h d NO vv o ,. mu 3a m 0 1" PICK HOLES n (2 MIN.) ? COVER \ asop? RING SUPPORTS (TIP.) FLANGE f _ 23 1/2" 22' 25' 33 l z4" NOTE: USE U.S. FOUNDRY & MANUFACTURING COMPANY MODEL 4669 WITH KL COVER OR APPROVED EQUAL- m RING AND COVER DETAIL C6 C6 NOT TO SCALE N 6 Z 0 fi) Z 1- W I= U Q J W z n - . MAY, 2001 DE"al. CDH oaAwe: DPR crEcKm: CDH scue AS SHOWN x m C-6 .09 0 '0C . '09 rims 'R? 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DATA FORM ROUTINE WETLAND DETERMINATIOj ii (1987 COE Wetlands Delineation Manual) Project/Site: Yairl'd QA - JDate: 11111,7101 Applicant/Owner: '-I d??n o-( 3,, v-i9?,trn f VU-S JCounty: Aort.. Investigator: ?ti t? 0 • Ur,(?sL^! State: JCA Inc Environmental Consultants P.O. Box 891, Southern Pines N.C. 28388 (910) 695-1043 Do Normal Circumstances exist on the site? Community ID: *,1,-,?1J At Is the site significantly disturbed (Atypical Situation) No Transect ID: Is the area a potential Problem Area? YPs No Plot ID: G (if needed, explain on reverse) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. imis' ??+lusi is { F* _u - 9. 2. C -4r) Jo- 6-tam; ' 6FA_ 213 F'tcW 110. 3.. r,?Hi U 4. L ant`s d 'ek<_ 3 F/l VO 112. 5. Vaute,r'u•r? i0! ,r+ ySU`rrt 3 F &W_113. 6. 114. 7. 115. 8. 116. 1 =tree (overstory) 2= sapling (midstory) 3= shrub (understory) 4= herb layer (ground cover) 5= vines Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) lC Remarks: i- HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gauge Aerial Photographs )( Other No Recorded Data Available Field Observations: Depth of Surface Water: 0,0 (in.) Depth to Free Water in Pit: C' (in.) Depth to Saturated Soil: (in.) Remarks: Wetland Hydrology Indicators: Primary Indicator: Inundated Saturated in Upper 12 inches Water Marks Drift Lines Sediment Deposits _ Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Oxidized Root Channels in Upper 12 inches _ Water-Stained Leaves _ Local Soil Survey Data - FAC-Neutral Test Other (Explain in Remarks) k@i 10,0 ?'v71?$ C. (r l06 ' ' SOILS Map Unit Name (Series and Phase): Drainage Class: Field Observations Taxonomy (Subgroup): Confirm Mapped Type? Yes No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions Inches Horizon (Munsell Moist) (Munsel Moist) Abundance/Contrast Structure,etc. Q° '/! 1&,1R r_ - a-- j" ?+4 yY9uCL i >l?_ fay ! ,rye ?? jz sj I? 1041n Hydric Soil Indicators: Histosol Concretions _ Histic Epipedon _ High Organic Content in Surface Layer In Sandy Soils Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List Reducing Conditions - Listed on National Hydric Soils List A Gleyed or Low-Chroma Colors _ Other (Explain in Remarks) Remarks: r\? dAi C 3t3 y t 3 W.ti t-t WETLAND DETERMINATION Hydrophytic Vegetation Present? es No ! (Circle) Wetland Hydrology Present? No Hydric Soils Present? IYes No ? Is this Sampling Point Within a Wetland? es) No f Remarks: ?" 101 a :( c j ?'`-{; J 1 Z- we.-1 i ? n a i ?ry yam, r_1^u. yX ?? ff3ti:;ta.l 6? `` 1' • SOILS Map Unit Name (Series and Phase): Va. uc,i?',`il- 16a t", bt w tL? 6-`i511) Si1G Drainage Class: ivf_ ?V;l• `` 44 Field Observations Taxonomy (Subgroup):'"I?^1ovyll-( Confirm Mapped Type? es No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions Inches Horizon (Munsell Moist) (Munsel Moist) Abundance/Contrast Structure,etc. ±' fJ? 5 u(t9 f y2rn 3 Hydric Soil Indicators: Histosol Histic Epipedon Sulfidic Odor Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chroma Colors Concretions High Organic Content in Surface Layer In Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) Remarks: by dAf c- SG IS cbS4'1 t WETLAND DETERMINATION Hydrophytic Vegetation Present? s No (Circle) Wetland Hydrology Present? es P6- Hydric Soils Present? Yes Is this Sampling Point Within a Wetland? Yes "0 Remarks: l f? t?arl,td¢ t ??'` ryt " Ee+?? ? ` 19,,5 twin -?-''? eb--t b-'1 Patrick Road Extension - SP0032 Southern Pines, NC Response to Review Comments : Nov. 5, 2001 Comments by Allen Davis, US Army Corps Nnv,? b`t t, ??pA 1. Shorten the effective fill length across wetlands to 200 linear feet by adjusting the vertical road alignment and/or bridging a portion of wetlands. Response - The fill length across wetlands is difficult to reduce to less than 200 linear feet. No amount of roadway vertical alignment adjustment can reduce this crossing length. We have revised the plans by using an open bottom culvert type bridge. 2. Avoid relocating the streambed by bridging/bottomless-culverting over the existing streambed alignment. Response - We have revised the plans by using an open bottom culvert type bridge to prevent disturbance to the existing streambed channel. Nov. 6, 2001 Comments by John Domey, NCDENR DWQ/Raleigh - 1. You have not provided plans to which describe how you plan to manage the stormwater from this new impervious surface. Response - Stormwater management plans have been revised. Surface runoff is to be collected in underground piped storm drainage systems, discharged into stormwater management ponds located above the limits of wetlands, treated in the ponds, then discharged to natural surfaces also above the limits of wetlands. 2. The southern drainage pipe must be redesigned to ensure diffuse flow. Response - Both drainage pipe discharges have been revised to discharge into stormwater management ponds, then released by overflowing broad crested rip rap weirs from the ponds onto the natural existing grade surfaces, all above the limits of wetlands, and at none- erosive velocities. t i r' 011590. ? `a' ? ?? 3 p 2041 ?> 1^? ?6 Pre-Construction No 0 tion (PCN) Application Form it =-1 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.anny.mil/wetlands/Perm 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 hLtp://www.saw.usace.anuy.mil/wetlands/regtour.htrn, 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.nc.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). PAYM,PNT Page 1 of 12 ` EITIVED L. IL 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. USAGE 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/nwv fnalFedReg df. 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 oil-590 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. 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Section 10 Permit ? 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14 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: II. Applicant Information 1. Owner/Applicant Information Name: Town of Southern Pines, Attn: Mr. Bobby B. Teague Mailing Address: 140 Memorial Park Ct. Southern Pines N.C. 28387 Telephone Number: 910-692-1983 Fax Number: 910-692-1085 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: Dr. J.H. Carter III Company Affiliation: Dr. J.H. Carter III & Associates Inc. Environmental Consultants Mailing Address: P.O. Box 891 Southern Pines, N.C. 28387 Telephone Number: 910-695-1043 Fax Number: 910-695-3317 E-mail Address: jcamain(o-),pinehurst.net 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: Patrick Road Extension 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 857217203657 (western), 857106498843 (eastern) 4. Location County: Moore Nearest Town: Southern Pines Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): South on U.S. 15-501 to Morganton Rd. (SR 1309), west on Morganton. Turn North on Knoll Rd/ Pinecrest School Rd. (SR 1905), which is next on right after Tanglewood Dr. Patrick Rd. is first right off Knoll Rd. and is proposed to extend east to Tanglewood Rd. 5. Site coordinates, if available (UTM or Lat/Long): 35° 10' 44.6" N, 79° 25' 34.5" W (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: Woodland 7. Property size (acres): Proposed road will go through two properties- western: 13.58 ac., eastern: 114.44 ac. 8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to unnamed lake which drains to Watson Lake then Aberdeen Creek. 9. River Basin: Lumber River Page 4 of 12 (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/mas/.) 10. Describe the purpose of the proposed work: The Patrick Road extension will connect Knoll Road with Tanglewood Drive, allowing residents of Patrick Road access to Tanglewood Drive. Also the extension will allow residents of Tanglewood apartments to access Pinecrest High School and U.S. Hwy. 15-501 without using Morganton Rd. 11. List the type of equipment to be"used to construct the project: Backhoes, bulldozers, dump trucks and other road-building and grading equipment 12. Describe the land use in the vicinity of this project: Commercial, apartment complexes, other residential developments The Plantation Golf Club and a cemetery. 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. Wetlands on the western half of the project area (mostly west of stream channel) were delineated December 1997 for Frank A. McNeill et. al. and the jurisdictional boundaries were certified by a U.S. Army Corps of Engineers official on 2 March 1998. (Figure 14). Wetland line on eastern property was delineated in the project right-of-way only in August 2001 by JCA Inc. 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: 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 Page 5 of 12 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. 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*** I (Figure 4) Mechanized clearing, fill, box culvert 0.48 Yes (Figure 10) Adjacent Beaver pond * 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 hqp://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: 2.07 acres on western property wetlands in the road right-of-way delineated on eastern property. Total area of wetland impact proposed: 0.48 ac. 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? (please secify) * 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. Page 6 of 12 ** 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 intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapauest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 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 Wate) (if applicable) Type of Waterbody (lake, pond, estuary, sound bay, ocean, etc.) * 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. The purpose of the project is to connect Tanglewood Rd. with Knoll Rd., and to do this the wetland must be crossed. Construction of the proposed road extension will help to lessen congestion of Knoll Rd. from residents of Tanglewood Apartments. Patrick Rd. extension will allow residents of Tanglewood Apartments direct access to Pinecrest High School and U.S. HwL. Page 7 of 12 15-501 without accessing Morganton Rd. Morganton Road is a high volume corridor. Considerable congestion occurs at the intersection with U.S. Hwy. 15-501 and the intersection w/ Knoll Rd. The Patrick Rd. extension will also allow residents of Crestwood Commons on the existing portion of Patrick Rd., an alternate access to Morganton Rd without making a left turn onto Knoll Rd. Bridging was investigated, but deemed too costly to be practical The road was designed to intersect the stream close to a 90 degree angle to minimize the impact area. 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 hqp://h2o.enr.state.nc.us/ncwetlands/strrngide.htrnl. 1. 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. Payment into the N.C. Wetlands Restoration Program- see below. 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): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): 0.48 acres Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federaUstate/local) land? Yes ® 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 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 ? N/A 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 Page 9 of 12 Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 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 )? Yes ? 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 3 2 1.5 Total GU11G 1 CXlenus out J V Ieei perpenolcuiar from near bank of channel; Gone 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. N/A XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. C C (1 a qo trols proposed in order to protect surface waters and wetlands from the l road d 347 up +o "/o of ine u./,+/ acre propgsea runt-of-way. Curb/ gutter stormwater drainage will be 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. Page 10 of 12 XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. 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). <t 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 Haywood 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 Page 11 of 12 Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 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) 856-4520 h and Wildlife Service / National N US Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 665-1195 [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 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 CAMA and NC Coastal Counties State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 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 Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kemersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 12 of 12 Figure 1. Location of proposed Patrick Road extension, USGS Topographic map quad Southern Pines, Moore County, North Carolina 0 0 0110 'N 5°1 0 5° 1 0 "N CID C7 z rn :1 Cf) co O x\P No oo 1 h \!!! 3 /o?ir 4/y O Z N ??Y - I? :-? ' 't ?? / CD ? j,l h 5 ? I f ' F - ? • l i s I . ?.. fl .yw /! d fl } I \ - { \_ ,'y?/• C . f'•. , P4 'ik y N r / k t? c ?/? (\?`\ s_f ?" ?W '3. - ? \ 1 r `?`??. ? k•.t?R .' ? i ?` i, ?' ` o coo N ( ? :I) _ 1 - O >. X +? ' \ ? 1? T [ r? \ , ' '?? 1_ ,.--J ' /? N 3`"1?-} t -„ t J r ?- d(•` ?e 3 :.^??•-\ i( O ? ? 1 f , ^i.. / Hi ? , U ` _ V f ' ? t. ? ? _`..J ,,?5 ' Sn 1 I f .\` ? L ?`?.; ? ?„•K_ "?: ? Nti ? /'-?`,"\ - ?"..'? ? f 3'` ? ? Q?? \ I F = I \'`'__ li N ~ ? 0) C3 ,_? t ? / / ?, ?- ? I 1 / ? ..-//-_- l Y? L ry ? ? 41 m 02 lka? ? l j/? Si+_ ,? k N 4 r fJ z n -O 0 -4 7 (O CC `;?. }?.. ? ..f ` r " T-! ? \ 1? / ( Y Ir. ? L? 4 S /' `-+t ? l riy y / ( '` ??--- •, Y'/ ..V. t 1b _ ??,7} J 'lam V ...gip, ez -4 0 ? 11-1 ? / * ?-• _ _.-•! ? ` C + 3 ?.YJ V._? z?? _ ?, r' Y • ?? _ .?•. 'fir 1,? -'Y _ ? y a. 6 -4 ( CC N) f \ \, t f o -'? .; ? .fib •A t ?'?/>?? _i ? 1 ?,? O-..?.?•". `1 +. ?? (1 ? C /!,/ _ '(, + ..` - ??\ .r?? ?? y',y , ?? ? ?'?• ,? . / ?.,. '?•J ? ?? , Are i? ? I ? ? '. v / • 0 3S 1 "N 0 5 1 "N 5 1 • ? Town o 1882 S red ha G r. : s r North Carolina The Ad South Resort lnternationally Recognized for Program Excellence June 15, 2001 To Whom It May Concern: This letter is to serve as notification that Jay Carter and Jay Carter and Associates, Inc. have been retained by the Town of Southern Pines through the engineering firm of Hobbs, Upchurch and Associates to coordinate and submit proper documentation related to all environmental permitting issues for the extension of Patrick Road from its existing dead end to Tanglewood Drive. Any questions or concerns may be directed to me as follows: Bobby B. Teague, P.E. Public Works Director Town of Southern Pines 140 Memorial Park Ct. Southern Pines, N.C. 28387 Phone: 910-692-1983 Sincerely Bobby B. Teague i) Public Works Director cc: Charles D. Heiser, P.E., H.U.A. 'J f.. i I / / I J / 0 I ' 2 W I i J co z 0 ({? to m n U NN ??mV c^ O U Q ?12 00 U vi Z °' I Zk %? ` c I 2N ??LL •? a WTU ZJ ?? a.? .N oY No In V m 0 0 mo o "a o ¦ N Z O co O Q Op WCL (1: S --, ?LZ ZO 0?C6 QF aW ?o CL 00 ti NN Q z x m 0 I ?GVKE [MTL- A1AY 1001 mcxm COH DPR COH CILF' 1'-20' C-3 / ( IN FECT f //' t Lb • 20 M . SI i Oap0 .4 `• 1\ L 1 Q I I i THE PLANTATION GOLF CLUB .W ?. I , I )NS I I / TAKGLLEN'00D (tPARTYCKN ' 0 / I J • 1. I I i I / I\\v I GRAPHIC SCALE / n w , moe - eo n ?IGuR& ? gig ?a 9Y un n C_1 A A? ROW COMPACTED SUBGRADE- 6'.6' WEU WIRE ME% ' ( W IEET) / ? ' I I ' H men - w rt LOW POINT ELEV - 381.99 LOW POINT STA ' 9+50.94 BEGIN NEW PJI STA - 6+17.61 END NEW PAVEMENT PYI ELEV _ 380.32 PAVEMENT STA 5+82.27 AD. ' 6.00 STa 10+39 56 . K ' .67 66 400.00' VC ............:...... ......_u . ................. ..:......:.. . ,........... ..... .. .. . - STfc 6133 ]4 -- ---- --------- 395, 6 g :.. .......? :: r ' ....... 99... aT At , a v --------- #r ---- 385 ... 100 YH FLOOD I ... .. ...... 80 . f 3 80.. EX 15 p 375 I - ? . - .. -Ex a . L 375 .. ... .. ... .,. .. ...... 16 1 365 esi "s5. I ... :Si f......365 i?O 3 : . . j . ...:. . .................. . • .... ......... ' 60 ...... , ............ .. ..... .... ...... o b - '.W(•? Ar. 7 7 7 V W ... J( ':.? ........... f?.S I p..: 'J! Alm 'FT&' at: b TT . 355. .-.::.. _•- -?------ - - : - ---._ . --?-- -- ------?----- -- - ----- ---?--------- --- ?• 355 5+00 6+00 7+00 8+00 9+00 10+00 11+00 ... 1/4' CHAMPFER 1/8'R SURFACE (TYPJ 1/2' EXPANSION JOINT SHALL ASPHALT EXPANSION JOINT MATERIAL 1/2' WIDE AND FILL FROM BOTTOM BE REOUIREO WHERE THE OF CONCRETE TO WITHIN 1/8' TO SIDEWALK JOINS ANY RIGID • 1/4' BELOW TOP OF CONCRETE STRUCTURE AND AT 40 INTERVALS XP u ION TOINT A CONCRETE SIDEWALK DETAIL C2 C2 NOT TO SCALE 2 6• 2• 27' B-B ROAD MOTH jj i' TYPE 2. ?S 'E 1-1 PHALT I N. COURSE ONCRETE SUBGRADE 30- CONCRETE IOEWALK (TYP,) RB 8 WC GUTTER(TYP.)- B ROADWAY SECTION C2 C2 NOT TO SCALE 30' 24' 5' 1 ASPHALT PAVING . 1' -II _.aI 1 .I-iII I II-I COMPACTEp UBGRAOE ABC BASE S ALLUWORKWff HMATERALSSECTIONSHALL846 Y ANDNCOOT COPL © 30" CONCRETE CURB AND GUTTER DETAIL C2 C2 NOT TO SCALE Flom6 4- 8 M r OQ 0 5 $I O ,m C-2 0 I in N 2 CULVERT PROFILE. C2 C6 NOT TO SCALE flGotE 7 ""T'l-L 3 MNLJ tNUWALLS 8+50 388 ! - t ' i.. .??.;. 384 384 380 :-.. ...... i. .._.:.... .. _ ......: .......: ...:..._ 380 376 376 ._..? ..i_.. _:.. i..;. :._.; 372 _ e.. Q({NG.._; 372 _ i GRADE 368 so _60 -40 -20L 0.`-20 40 60 388 10+00 388 -. _.....-- - ......... ..........- - - 88 i dSTING s FEE': to i 364 GRADE ! 384 N gig ?M ! 380 _ _ _ 380 v N i Q?? o 376 376 -80 -60 -40 -20 0 20 40 60 2 o c a ?x t t3 9+50 W ?o ?x a rn 388 ;... .. .,-... __:-...,- ..,._?...:.......... .. __._..._. 368 °ov ME 384 o a 384384 GRADE. N 380 380 v i 376 ?_.j...:........?-?--E 376 ;Gi 372 `-L...,._ .1._ ..?.__ f...: 372 -80 -60 -40 -20 0 20 40 60 OZp" = 9+00 z F 388 .... ; ., ...,.. - -. ?._..? . '- - 88 rni LLJ 384 _...?... :..3.._;. _..;. ..:...._ -! 384 C F1lTURE ; j GRADE i • 380 .._ .:.._.:.. ;._ _r ....:...:..... _ . _. _._..! 380 376 -^ - -- 376 1- GRADE on[: MAY 2001 372 i .. ?...._;......;....: .....;...r ..;... _...... .. . a sp m CDH 372 I oxµro: DPR (V• CHECxkD I CDH c ; . 368 _ _.. . _n 368 ! n. SALE 1'n50 H 1'?SY ... _:..... _..:_..:...... .:... .._._....-.._ ._ ...-._ ............. -80 -60 -40 -20 0 20 40 60 sH[cr ra. rlGUKEI% C-4 ov: 6 c i F w V V N h N V2 O N a U U a m 0 6+50 392 :..... ...i---....._ :...: ..... .:..:...:.....i. .....; ._'._? 392 GRADE ? 388 ,...._-t. <-.'.. ... . _..: _. _ .. 388 ?. : : ....:.. .. ...:.... l 384 :......?..;._.: . ;.. ...;.....<- ?....j.._` 381 380 '....:...;.' .... j .. ;. .i._'. --_.' 380 E? ISTING: 376 .. ......:..... . GRAbE .. ........?_.......... ;.. <. , .i : 376 372 ? ...:.....:...:.. .. ..... i _: _..._...._....;.... -i 372 368 - _..__... .._?.. '..._? ._`._.:...: 366 -80 -60 -40 -20 0 20 40 60 6+00 5+85.15 7+50 .-A-z- 7+00 392,-. _.. _...,..., ..:_._. _._ _, .. .: _;.... _._ 392 . . , 388 '....?_.:. _. _.:._ _...._ .:_ _i._..: -.:...: . _..._ _;. 386 ; . CaRADE , 384-?.... .... _..._.:-. ?._. '_..`:. ..' ....__ - 384 380 .. . ._....: 380 376 i...1:. .,.. ' v,' ___.:..: _... .: ..:.._: .. .. ?..-: 376 EXISTING .. .T 372 ....... . ..:_ 372 ; GTYADE 368 !....:..;........_.: ._..._:...._ .._. .:...:.._._, 36B -80 -60 -40 -20 0 20 40 60 flGUK69 Fireumt High School P and PROJECT ~ SITE _ .r Wan ow L a] #1 ??'y I sF s i Ff7 r '^n (c) 2001 ESR1 n 1,9 mi 3,11 km acros:s Map Centerpoint: -79.42526, 35.17978 US FLOOD HAZARD AREAS Flood Data ? 100 - W Flood ? 500 - * Flood ? Water Bodies ? 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V \ \ 9OZOL6 80P d? z Y` 13M11N3H\f l0\.O :twou 911! p 1 0' DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) 1 Project/Site: [ic{rid Qd • Date: to 11,7 to Applicant/Owner: lawrx a-F 1 ,+;urn f itnzs JCounty: Moot_ Investigator: 6. 6,lfiser, State: NC-- JCA Inc Environmental Consultants P.O. Box 891, Southern Pines N.C. 28388 (910) 695-1043 Do Normal Circumstances exist on the site? 40 1 Community ID: *.tvin61, t At Is the site significantly disturbed (Atypical Situation) No I Transect ID: Is the area a potential Problem Area? Yes No Plot ID: 7 on reverse VEGETATION Dominant Plant Species 1. Am 'dubs' f s Stratum 1 Indicator F* U- Dominant Plant Species Stratum Indicator 19. 2. ri llo. rtt"Mi4VA- Z13 &-W 110. 3. r,&rurex Z Fitt- 111. 4. L aytf L. V itu._. 3 1= *- v% 12. 5. Vaeciylium edryjal eut;rn 3 t' 113. 6. 114. 7. 15. 8. 116. 1 = tree (overstory) 2= sapling (midstory) 3= shrub (understory) 4= herb layer (ground cover) 5= vines Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) t it Remarks: L ????? ?'?L V?.?}a?.i'?n-. 91.15-a?L HYDROLOGY Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: Stream, Lake, or Tide Gauge Primary Indicator: Aerial Photographs Inundated Other lr Saturated in Upper 12 inches Water Marks No Recorded Data Available _ Drift Lines Sediment Deposits _ Drainage Patterns in Wetlands Field Observations: Secondary Indicators (2 or more required): Oxidized Root Channels in ? c' Upper 12 inches Depth of Surface Water: (in.) _ Water-Stained Leaves 0 Local Soil Survey Data Depth to Free Water in Pit: (in.) _ FAC-Neutral Test 6 o _ Other (Explain in Remarks) Depth to Saturated Soil: (in.) ' Remarks: F? t (F/oe4 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Fa4(1' Ck-Kd . Date: 01/d Applicant/Owner: `ti 60.0 m,-1'Sa,, tc„ \ irk S County: a , rk.. Investigator: Dr. J.H. Carter III (1'(A'tL • actS6^ I State: Y JCA,Inc., Environmental Consultants, P.O. Box 891, Southern Pines N.C. 28388 (910) 695-1043 Do Normal Circumstances exist on the site? Yes. Community ID:?4!S(A ? Is the site significantly disturbed (Atypical Situation)` e No Transect ID: Is the area a potential Problem Area? es No Plot ID: ?. [Ay (if needed, explain on reverse) I VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. iAu s 4a eat i 19. 2. 1gvicld.nba- 34y aarRyv_ FAG-- 110. q 3. l7LL? r? brwr. Z fA L 111. 4. a d n vm u ?a?¢ur` I 112. 5. (ja (uSSn 2k fa n ' X13. 6. Ua(cin uvn= enel ur'- Z/4 1'A(V- 114. 7. 1([ s ('6+ cll4 1 5 FAC 115. 8. , 116. 1 = tree (overstory) 2= sapling (midstory) 3= shrub (understory) 4= herb layer (ground cover) 5= vines Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) I 1I10 Remarks: 1f - ^1 g W t'M aY ?(/? 1/1?,o?'?ZiiC? ffn P1,€,bLAII Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available I Field Observations: Depth of Surface Water: Depth to Free Water in Pit: Depth to Saturated Soil: (in.) 71 Z__ (in.) Remarks: ;' I Z (in.) Wetland Hydrology Indicators: Primary Indicator: Inundated Saturated in Upper 12 inches Water Marks Drift Lines Sediment Deposits Drainage Patterns in Wetlands Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 inches _ Water-Stained Leaves _ Local Soil Survey Data FAC-Neutral Test _ Other (Explain in Remarks) ;b DR. J.H. CARTER III & ASSOCIATES, INT. _„r' ? Environmental Consultants S 8? P.O. Box 891 • Southern Pines, N.C. 28388 v (910) 695-1043 • Fax(910)695-3317 ` Letter' df-tr- hin ttal To Mr. John Dorney N.C. Division of Water Quality 401 Wetlands Certification Unit 2321 Crabtree Blvd. Raleigh, N.C. 28604-2260 Date: 22 Jul 2002 Job #: 0141 Attn: Mr. John Dorney Re: Patrick Road Extension PCN A lication DWQ # 01-1590 WE ARE SENDING YOU ,® Attached Reports Copy of letter X Plans Da Prints Photos X PCN Application COPIES DATE # P s DESCRIPTION 7 7/22/02 23 PCN Application and figures 7 10/17/01 4 Wetland Determination Forms 1 7/22/02 1 Check for $200.00 forapplication fee THESE ARE TRANSMITTED X For approval Approved as noted For your use Approved as submitted As requested Returned for corrections For review and comment For your information REMARKS: This application is being resubmitted, the original application was submitted 1 October 2001. If enclosures are not noted, please contact us Endangered Species Surveys 9 Environmental Assessments • Land Management • Wetlands Mapping and Permitting 0 WATF/R QG Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality June 17, 2002 CERTIFIED MAIL - RETURN RECEIPT REQUESTED Town of Southern Pines Attn: Robby Teague 140 Memorial Park Court Southern Pines, NC 28387 Mr. Teague: On June 17, 2002, the DWQ received revised drawings and review comments for the Patrick Road Extension in Moore County from your consultant, Jay Carter & Assoc.. On Nov. 6, 2001, DWQ sent you a letter to provide additional information for the further processing of your application (see attached copy). As of January 15, 2002 your project has been withdrawn. Please find enclosed copies of the original submittal plus your more recent submittal. In order for us to further assist you, you must reapply and submit a new appropriate fee. Please call John Dorney at 919-733-1786 or visit our web site at http://h2o.enr.state.nc.us/ncwetlands if you have any questions regarding this fee. Sincerely, ti? F-imek, 1. I 11 File Copy Central Files Jay Carter, Jay Carter & Assoc. Fayetteville DWQ Regional Office Henry Wicker, Wilmington Field Office Corps of Engineers N. C. Division of Water Quality 1617 Mail Service Center " Raleigh, NC 27699-1617 (919) 733-7015 TXX MENA Customer Service 1 800 623-7748 OF WATER Michael F. Easley, Governor William G. Ross Jr., Secretary ?O? O? North Carolina Department of Environment and Natural Resources r Gregory J. Thorpe, Ph.D. 0 .? Acting Director Division of Water Quality. November 6, 2001 DWQ # 01-1590 Moore County CERTIFIED MAIL-RETURN RECEIPT REQUESTED Town of Southern Pines Attn: Bobby Teague 140 Memorial Park Court Southern Pines, NC 28387 Dear Mr. Teague: On October 30-2001, the Division of Water Quafrty (DWQ) was notified by receipt of your applications regarding your plans to impact 0.48 acres of vretiands and 70 feet of stream for purpose of extending Patrick Road in Moore County. Approval from DWQ is required to disturb these areas. Please provide seven copies of the following information and refer to the DWQ number listed above in your reply. Your application is not complete because 1. You have not provided plans to which describe how you plan to manage the stormwater from this new impervious surface; and 2. The southern drainage pipe must be redesigned to sae diifkse flow. Please cab Todd St John at 919-733-1786 if you haw any quesstors or would require copies of our rules or procedural materials. This project WU remain on bold as incomplete in accordance wil 15 A NCAN 2F, .05D5 ®. The processing time for this application will begin when this ihformiation is received. tf we do not hear from you w3 fin five- (3) weeks of the receipt of this letter, we will assume that you no longer want to pursue this project and will consider it wVxkawL cc: FayetteviDe 3J1rVQ 1 ionall - - - WitmirKJ10n Corps ErgFheers Central Firms Fe Copy Jay Carte ; J. Cam a. Assoc; P. 0. Box 891; Soutinesn F NC 28388 Wetlands/401 Lnt lea,) Wall Se rite Center Raleicts, NC 27eS5-1e59 FCC (.?-.IS) 733-7015 F= (919) 733.6893 AN& N Customer Service 1 800 623-7748 DR. J.H. CARTER III & ASSOCIATES, INC. Environmental Consultants 011590 P.O. Box 891 • Southern Pines, N.C. 28388 (910) 695-1043 • Fax (910) 695-3317 To Mr. John Dorney NC DENR Division of Water Quality 1612 Mail Service C Raleigh, NC 27699-1` ?fi` WE ARE SENDING YOU OAT 3 tta?ed Letter of Transmittal Date: 10-22-01 Job # 0141 Attn: John Dorne Re: 404 permit application for Patrick Road, Southern Pines, North Carolina _ Maps _ Data X 404 Application COPIES DATE # P s DESCRIPTION 7 10-22-01 29/copy 404 permit application for Patrick Road, Southern Pines, NC 1 10-18-01 1 Application check $200.00 attached to front age of application THESE ARE TRANSMITTED X For approval PAYMENT For your use RECEIVED As requested For review and comment REMARKS: Approved as noted Approved as submitted Returned for corrections For your information COPY TO: SIGNED: Endangered Species Surveys • Environmental Assessments • Land Management 9 Wetlands Mapping and Permitting . DR. J.H. CARTER III & ASSOCIATES, IN Environmental Consultants P.O. Box 891 • Southern Pines, N.C. 28388 .?. (910) 695-1043 9 Fax (910) 695-3317 Letter of Transmittal To John Domey NC DENR, DWQ Wetlands/ 401 Unit 2321 Crabtree Blvd. Raleigh, NC 27690 WE ARE SENDING YOU X Attached Copy of letter Prints Date: 6-11-02 Job #: 0141 Attn: John Dome Re: DWQ # 01-1590 Patrick Road Extension, Town of Southern Pines _ Reports X Maps X Plans Data Photos COPIES DATE # Pgs DESCRIPTION 7 4-02 6 Revised half-scale drawings 4-02 1 Response to review comments THESE ARE TRANSMITTED X For approval For your use X As requested X For review and comment REMARKS: Approved as noted Approved as submitted Returned for corrections For your information COPY TO: Henry Wicker, ACOE SIGNED: 1" 6 If enclosures are not noted, please contact us immediately Endangered Species Surveys • Environmental Assessments • Land Management • Wetlands Mapping and Permitting JUN t 7W DR. J.H. CARTER III & ASSOCIATES, IN Environmental Consultants w?W? Ci10N P.O. Box 891 • Southern Pines, N.C. 28388 (910) 695-1043 • Fax (910) 695-3317 Letter of Transmittal To John Dorney NC DENR, DWQ Wetlands/ 401 Unit 2321'Crabtree Blvd. Raleigh, NC 27690 WE ARE SENDING YOU X Attached Copy of letter Prints Date: 6-11-02 Job #: 0141 Attn: John Dorne Re:. DWQ # 01-1590 - Patrick Road Extension, Town of Southern Pines _ Reports X Plans Photos X Maps Data COPIES DATE # Pgs DESCRIPTION -1 4-02 6 Revised half-scale drawings 4-02 1 Response to review comments THESE ARE TRANSMITTED X For approval For your use X As requested X For review and comment REMARKS: Approved as noted Approved as submitted Returned for corrections For your information COPY TO: Henry Wicker, ACOE SIGNED: IIp? If enclosures are not noted, please contact us immediately Endangered Species Surveys • Environmental Assessments • Land Management • Wetlands Mapping and Permitting Patrick Road Extension - SP0032 Southern Pines, NC JON 1 7 Response to Review Comments : Nov. 5, 2001 Comments by Allen Davis, US Army Corps of Engineers/Wilmington - 1. Shorten the effective fill length across wetlands to 200 linear feet by adjusting the vertical road alignment and/or bridging a portion of wetlands. Response - The fill length across wetlands is difficult to reduce to less than 200 linear feet. No amount of roadway vertical alignment adjustment can reduce this crossing length. We have revised the plans by using an open bottom culvert type bridge. 2. Avoid relocating the streambed by bridging/bottomless-culverting over the existing streambed alignment. Response - We have revised the plans by using an open bottom culvert type bridge to prevent disturbance to the existing streambed channel. Nov. 6, 2001 Comments by John Dorney, NCDENR DWQ/Raleigh - 1. You have not provided plans to which describe how you plan to manage the stormwater from this new impervious surface. Response - Stormwater management plans have been revised. Surface runoff is to be collected in underground piped storm drainage systems, discharged into stormwater management ponds located above the limits of wetlands, treated in the ponds, then discharged to natural surfaces also above the limits of wetlands. 2. The southern drainage pipe must be redesigned to ensure diffuse flow. Response - Both drainage pipe discharges have been revised to discharge into stormwater management ponds, then released by overflowing broad crested rip rap weirs from the ponds onto the natural existing grade surfaces, all above the limits of wetlands, and at none- erosive velocities. v_? 1 Gregory J. Thorpe, Ph.D. > - Acting Director . o Division of Water Quality November 6, 2001 DWQ # 01-1590 Moore County CERTIFIED MAIL-RETURN RECEIPT REQUESTED Town of Southern Pines Attn: Bobby Teague 140 Memorial Park Court Southern Pines, NC 28387 Dear Mr. Teague: On October 30-2001, the Division of Water Quarity (DWQ) was notified by receipt of your applications regarding your plans to impact 0.48 acres of wetands and 70 feet of stream for purpose of extending Patrick Road in Moore County. Approval from DWQ is required to disturb these areas. Please provide seven copies of the Vlowing in?on and refer to the DWQ number listed above in your reply. Your appicaton is not complete because 1. You have not proAded plans to which describe how you p,aj to manage the staxmwater rrom this new impervious surface; and 2. The southern drainage pipe must be redesigned to eraixei 2 flow. Please cab Todd SLR John at 919-733-1786 if you have cmy =actions or woukf require copies of our rules or procedural materials. This project WE amain on hold as incomplete in accordance wa 15 A NCAN 21:.0505 ®. The processing time for this application will begin when ft irlr?on is received. tf we do not tear trom you vein twee (3) w=eeks of the receipt of this letter, we will assume that you no longer want to pursue this project and will cotsdr it witdrawn. Stoerely Yom M, r orf ? t?rr?y cc: Fayettevie MQ F'? MA Office Wilminglon Corps Er4r Hers Central Fifes File Copy Jay Carted J. Ca` and Assam; P. 0. Box 891; Soufte-in Fres?, IC 2i Wegands/401 (nt I Wad Servcee Center Raleigh, NC -M994E 33 Fl?v_ (QS) 733-7015 Fax (919) 733-6893 ffi 4 Customer Service 1 800 623-7748 DR. J.H. CARTER III & ASSOCIATES, INC. Environmental Consultants P.O. Box 891 • Southern Pines, N.C. 28388 011590 (910) 695-1043 • Fax (910) 695-3317 To Mr. John Dorney NC DENR Division of Water Quality 1612 Mail Service Ce Ralei%h, NC 27699-16'tin WE ARE SENDING YOU Date: 10-22-01 Job # 0141 Attn: John Dome Re: 404 permit a lication for Patrick Road, Southern Pines, North Carolina !'^T 0 0 L: --J Reports Maps Data X 404 Application COPIES DATE # P s DESCRIPTION 7 10-22-01 29/copy 404 permit application for Patrick Road, Southern Pines, NC 1 10-18-01 1 Application check $200.00 attached to front page of application THESE ARE TRANSMITTED X For approval PAYA r"a T For your use ??It As requested E D For review and comment REMARKS: Approved as noted Approved as submitted Returned for corrections For your information COPY TO: SIGNED: Endangered Species Surveys 9 Environmental Assessments • Land Management • Wetlands Mapping and Permitting Letter of Transmittal 0 01 15 t L? 7 2001 4 C? OF Pre-Construction Notification (PCN) Application Form 0 1 1 5 9 0 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.mil/wetlands/Perm 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 htlp://www.saw.usace.ar.rny.mil/wetlands/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.nc.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 PA r MENT RECEIVED 7 1 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 htip://www.saw.usace.ariny.mil/wetlands/nwTfinalFedReg.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 htip://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 011590 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. 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Section 10 Permit ? 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14 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: II. Applicant Information 1. Owner/Applicant Information Name: Town of Southern Pines, Attn: Mr. Bobby B. Teague Mailing Address: 140 Memorial Park Ct. Southern Pines N.C. 28387 Telephone Number: 910-692-1983 Fax Number: 910-692-1085 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: Dr. J.H. Carter III Company Affiliation: Dr. J.H. Carter III & Associates Inc. Environmental Consultants Mailing Address: P.O. Box 891 Southern Pines N.C. 28387 Telephone Number: 910-695-1043 Fax Number: 910-695-3317 E-mail Address: jcamain@pinehurst.net 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: Patrick Road Extension 2. T.I.P. Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN):857217203657 (western), 857106498843 (eastern) 4. Location County: Moore Nearest Town: Southern Pines Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): South on U.S. 15-501 to Morganton Rd. (SR 1309), west on Morganton. Turn North on Knoll Rd/ Pinecrest School Rd. (SR 1905), which is next on right after Tanglewood Dr. Patrick Rd. is first right off Knoll Rd. and is proposed to extend east to Tanglewood Rd. 5. Site coordinates, if available (UTM or Lat/Long): 35° 10' 44.6" N, 79° 25' 34.5" W (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: Woodland 7. Property size (acres): Proposed road will go through two properties- western: 13.58 ac., eastern: 114.44 ac. 8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to unnamed lake which drains to Watson Lake then Aberdeen Creek. 9. River Basin: Lumber River Page 4 of 12 (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/mWs/.) 10. Describe the purpose of the proposed work: The Patrick Road extension will connect Knoll Road with Tanglewood Drive allowing residents of Patrick Road access to Tanglewood Drive Also the extension will allow residents of Tanglewood apartments to access Pinecrest High School and U.S. Hwy. 15-501 without using Morganton Rd. 11. List the type of equipment to be"used to construct the project: Backhoes, bulldozers,dump trucks and other road-building and grading equipment 12. Describe the land use in the vicinity of this project: Commercial, apartment complexes, other residential developments The Plantation Golf Club and a cemetery. 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. Wetlands on the western half of the project area (mostly west of stream channel) were delineated December 1997 for Frank A. McNeill et. al. and the jurisdictional boundaries were certified by a U.S. Army Cords of Engineers official on 2 March 1998. (Figure 14). Wetland line on eastern property was delineated in the project right-of-way only in August 2001 by JCA Inc 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: 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 Page 5 of 12 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. 1. Wetland Impacts Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** yes/no Distance to Nearest Stream linear feet) Type of Wetland*** I (Figure 4) Mechanized clearing, fill, box culvert 0.48 Yes (Figure 10) Adjacent Beaver pond * 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 hLtp://www.fema.jzov. *** 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: 2.07 acres on western property. Only wetlands in the road right-of-way delineated on eastern property. Total area of wetland impact proposed: 0.48 ac. 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 Im act Perennial or Intermittent? ( leasespecify) * 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. Page 6 of 12 ** 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 internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapguest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 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 of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. * 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.): 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. The purpose of the project is to connect Tant;lewood Rd. with Knoll Rd., and to do this the wetland must be crossed. Construction of the proposed road extension will help to lessen congestion of Knoll Rd. from residents of Tanglewood Apartments. Patrick Rd. extension will allow residents of Tanglewood Apartments direct access to Pinecrest High School and U.S. Hwy. Page 7 of 12 15-501 without accessing Morganton Rd. Morganton Road is a high volume corridor. Considerable congestion occurs at the intersection with U.S. Hwy. 15-501 and the intersection w/ Knoll Rd. The Patrick Rd. extension will also allow residents of Crestwood Commons on the existing portion of Patrick Rd., an alternate access to Morganton Rd without making a left turn onto Knoll Rd. Bridging was investigated but deemed too costly to be practical The road was designed to intersect the stream close to a 90 degree angle to minimize the impact area. 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 htlp://h2o.enr.state.nc.us/ncwetlands/strmgide.html. 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. Payment into the N.C. Wetlands Restoration Program- see below. 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 hM?://h2o.enr.state.ne.us/wrD/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): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): 0.48 acres Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® 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 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 ? N/A 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 Page 9 of 12 Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? 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 3 2 1.5 Total Gone 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. 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. Proposed road development will result in a total of 0.347 acres of impervious acreage,. including 0.288 acres of paved road and 0.059 acres of sidewalk Impervious acreage will make up 46 % of the 0.747 acre proposed right-of-way. Curb/ gutter stormwater drainage will be installed on both sides of road discharging through 2,pipes onto riprap (Figures 6 and 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. Page 10 of 12 XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. 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). d 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 Haywood 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 Page 11 of 12 Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan National Forest Only Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 2514025 Cumberland New Hanover Scotland US Fish and Wildlife Service / National Marine Fisheries Service US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service Raleigh Field Office Asheville Field Office Habitat Conservation Division Post Office Box 33726 160 Zillicoa Street Pivers Island Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516 Telephone: (919) 856-4520 Telephone: (828) 665-1195 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 Telephone: (919) 733-4763 Fax: (919) 715-2671 CAMA and NC Coastal Counties 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 Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kemersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 12 of 12 Figure 1. Location of proposed Patrick Road extension, USGS Topographic map quad Southern Pines, Moore County, North Carolina +F .s ??l b 4 ~ ' c Z C IN ir 6. m ^45 ,a v?b Ar" li }r .ar, { ? ? C ?`?•?4' k ??' ?.' ? ?? u O ill r ? y ? M^ g ,r .. ? io r? .may' 44}C.t? "b ?V. ,w .??it??? 'Y „s ? 0. S .? #''?'• ?-I 5 F 4 •? L S N„ 0 1110 0 1O1 4 S£ N„ ' ff0 r % J ' ?. t f ?: f ( !\_°? A .? ..--?'^s3 err .. a P• j C?U fl! ? ? j 1 i i? .` ``? cit - • . , a p o , { > . ,? .,..ice ` \ ti;• ??. ? -. ?., -;.,.-? ti ?/ t 0 .? ;++?? I /?l' tv? 1 tj7! . t ,X / ,?` y 4++? <y? f?/ \•,,. .?.. X17. t st ' ? 'v' 4? 9 ? ?? t x ' ? I } Cl) 7 ` ' , ) s, .: O ?..-r - i /, / ? r i -• =-ir Lo O ••- /re "?' ?'G-?•G \? ;??f ? ? l?'/ nd+o t' > %?I(i /?\? \?`"o?: ?\? ? G.: ?? 4_!? O I? O In N _4 N Z ?C f? It_ \ / s .. L 1 \ 1 ' d 1 n 1t ` '\ 1 A IN, \ { I ° ('7 -O -Nd J U 1 1-4 0 741 °a?? O v v`,, ? ? w t>t '? AA ?A.?• ?I ?j' Y "r- <, w rn" J ? 1'??, I?41r J. / /'` all, os ? Oll ? 1"i 4 F- w C) 0 CF) C cu 0 ! L a5? N?801 0 L °5S0 L °S N„ 0° 0 y Town of stleted 1887 S G North Carolina The Mid South Resort Internationally Recognized for Program Excellence June 15, 2001 To Whom It May Concern: JO.He" lif e F1 Sf n ?. A 4,61 ABU inC. rl I t"K i_e :' i.-t 1 :'?'?:?.':•:j This letter is to serve as notification.that Jay Carter and Jay Carter and Associates, Inc. have been retained by the Town of Southern Pines through the engineering firm of Hobbs, Upchurch and Associates to coordinate and submit proper documentation related to all environmental permitting issues for the extension of Patrick Road from its existing dead end to Tanglewood Drive. Any questions or concerns may be directed to me as follows: Bobby B. Teague, P.E. Public Works Director Town of Southern Pines 140 Memorial Park Ct. Southern Pines, N.C. 28387 Phone: 910-692-1983 Sincerely Bobby B. Teague Public Works Director cc: Charles D. Heiser, P.E., H.U.A. UPCHURCH k ASSOC. ?Q r .. PLAN.DWG EOITEO SY:OPR OAIE:NOVOO SCALE: 1 / ....... ".. /Tye`7a ................._........ G' l c-- 0 CA) r ?\ _...,... .................385............ .. ............................................ .......... 390•••• x Q PATRICK ROAD EXTENSION A 0 SWWRNME$ AWH CAf1aM , 2 K 0 GRADING AND EROSION CONTROL PLAN WETLANDS LIMIT-._._, IN N. I \ IN \ IN \ \ HOME, UPCHURCH&ASSOC4W,, PA CML7WG AND SWVEYORS r%qj SOUTHERN PINES, NC - MYRTLE BEACH, SC KILL OEVIL HILLS, NC - RALEIGH, NC CHARLOTTE, NC 290 S.W. Broad Street, Southern Pines, North Carolina 28387 Phone: (910) 692-5616 - Fax: (910) 692-7342 REVISIONS i ?-- \ X00 \ T 1 Z 1 1 I I "•..?y,. y THE PUNTATION GOLF F CLUB i i?5[ON COMMONS ' 'A7MTMENTS 3 ???/// + I , I J / 11 4` z VAN / / / I I //1 !TO + / TARTMENTO/ ?60' ROW I / GRAPHIC SCALE ? Ioee - eo n 7 z? a am a. C_1 T lK ren 1 l,ah ? b0 M1 BEGIN NEW PAVEMENT STA 5+82.27 r LOW POINT ELEV - 381.99 LOW POINT STA - 9+50.94 PIA STA - 8417.61 PA ELEV : 380.32 AD.. 6.00 K - 66.67 I I END NEW PAVEMENT STA 10+39.56 )' ROW COMPA SUBCR 6'.6' WIRE : .......................:.I...:. ............:......:.....:...............n .............:......?.....:.....:....... r- .. - .. .. a.. ....:.....,.. ..........:...... - ...:.... ...:......:........... ...:...... -...: I - - :::::...::::i. 395 _... - T n SDMH?6 " _ - - Si 6 3 3 79- b - - 395 R _ . - 8 e a 385 : _ } ...;...... ......,.. . : < I l.iSGT t.. 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Map Centerpoint: -79.42526, 35.17978 US ROOD HAZARD AREAS Fkod Dato ? 100 - * Flood ? 500 -1f Flood ? Wa* Bodies ? No Dda ESRI/FEMA Project Impact Hazard Information and Awareness Site http://www.esri.com/hazards rlca? 1o r LENGTH RCP RCP PIPE PIPE OUTLET 6" THICKNESS NON-WOVEN GEOSYNTHETIC FILTER FABRIC UNDERLINER 0 3 2 RIPRAP VELOCITY DISSAPATOR DETAIL C21 C51 NOT TO SCALE FIGUKE I I O O O Z 4 O a 0 ?s 0 w r 0 w O 3 0 w -j.. U- 0 a r w J U to O O U 0. i N O 0 O N M O N U U) m o- NOTE: TOTAL WEIGHT FRAME GRATE & HOOD 510 LBS. NOTE: NCDOT STD #840.03C WITH TYPE "E, F AND G° GRATES AS APPROPRIATE ff _-snff rnA?IC cnD 'Xnff C_IIRR ANn 41 CURB INLET FRAME AND GRATE W/HOOD C61 C6 NOT TO SCALE FIGURE IZ CROSS SECTION OF FRAME, GRATE, AND HOOD ,A -, .y BACKFILL TO TOP OF CURB, GRADE SMOOTH- SEED AND MULCH TC EL r-RIM EL. STORM DRAIN LINE L 6" A a 4 4 FRAME AND C6 C6 GRATE W/HOOD -PAVEMENT ALL STEPS IN MANHOLES SI 8" MASONRY WALLS OR PRECAST CONCRETE BOX POLYPROPYLENE PLASTIC, R 26" 1/2" GRADE 60 REINFORCE STEPS ® 1.6" O.C. IF DEPTI 3'-0". GROUTED INVERT 6" CONCRETE PAD W/ #4 REBAR ® 12" O.C.E.W. i COMPACTED SUBGRADE NOTE: NCDOT STD. #840.01 #840.02 MASONRY OR CONCRETE INLET BOXES. ' 1 CURB INLET DETAIL C2 C6 NOT TO SCALE F16UKE 13 a??J we- ,1OI nr ? p a?< pw?? w? O wQN Y mZ Q <K °u .. . i a3 Z 2 °0 ?1 n ?ik,y?'1a Iy? .may ? w ocN ?ozzp? a a- zo: o p ¢ ati ? , LL y? W ?Q < z 0 uNi R R Ci {Ill??..ee U L/WWOF ??.5+V F .S ' 3 0 <m.z1111A w ;moo •?? W; ? Yd?ti • Rjvzw d7w OVA" -el i ?E o o? . V ? 6bi w ®e? z lot O . s / i 9 9? gg\M Alt Q? Y dry g v> -? W \.? a v o• ?, ? ` \'ft ?•o d 4t LLO \ a ?; a rr? ?I a?a? ?oN L) L19, o Fl7 Y .. voF? / u m7z _, ZFZ Y .r i . QO U o e?{ ?J ?5 _ ? I R 0. o f v a Ofg£ + so ?vo -'€w:f ?- o° . . - ? - .• ? i of/heo? `? O? C w ? j ? 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N O W N 1 1 4 l Z Z Z Z Z 2 Z 2 2 t Z Z 2 . w , m .j N H f N K' h• m 01 O N M a N 1G n m m N N N N N N J N J W N - un • \ I . 1 1 I • i I I 1 I 1 1 I II I 1 I 1 I 1 1 1 1 4, ?- .* DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Ulfi d QA • JDate: 011'7 10 1 Applicant/Owner: County: // r f_ Investigator: 'b'ti 6= tl«clscr State: NL JCA,Inc., Environmental Consultants, P.O. Box 891, Southern Pines, N.C. 28388 (910) 695-1043 Do Normal Circumstances exist on the site? e I Community ID: *tP+nl?c?J At Is the site significantly disturbed (Atypical Situation) No Transect ID: Is the area a potential Problem Area? YQ? No Plot ID: Z (if needed, explain on reverse) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. it1U3 rti?usF is I FAA u - 19. 2. ri ?(A" ni 1(oro? 2,3 PAC W 110. 3 (ahtu„-• Z Rc- 111. 4. l tY%r_ v `c4_ 3 F,4C w 112. 5. Vi'ajnlum cirVe'+,ba., t;-Tj 3 r 113. 6. 114. 7. 115. 8. 116. 1 = tree (overstory) 2= sapling (midstory) 3= shrub (understory) 4= herb layer (ground cover) 5= vines Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) to 7t Remarks: i .i'&N ,p-at' 41 (Aftfhy bit, V'tf Y Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: Stream, Lake, or Tide Gauge Primary Indicator: Aerial Photographs Inundated Other ( Saturated in Upper 12 inches Water Marks No Recorded Data Available Drift Lines Sediment Deposits _ Drainage Patterns in Wetlands Field Observations: ( Secondary Indicators (2 or more required): Oxidized Root Channels in Upper 12 inches Depth of Surface Water: (in.) _ Water-Stained Leaves Local Soil Survey Data Depth to Free Water in Pit:' 6 (in.) _ FAC-Neutral Test Other (Explain in Remarks) Depth to Saturated Soil: ?' D (in.) I Remarks: wimIaytt ley ?? ?? `J ?? ?ratn F',' t (4'4 SOILS Map Unit Name (Series and Phase): Drainage Class: Field Observations Taxonomy (Subgroup): Confirm Mapped Type? Yes No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions Inches Horizon (Munsell Moist) (Munsel Moist) Abundance/Contrast Structure,etc. -1 Z ?'? !u ?{? ?! 1zYk jc `16 si I lea Hydric Soil Indicators: Histosol Concretions _ - Histic Epipedon _ High Organic Content in Surface Layer In Sandy Soils - Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List Reducing Conditions _ Listed on National Hydric Soils List X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks) Remarks: 6j dAi C } t ?5 Q?25. at WETLAND DETERMINATION Hydrophytic Vegetation Present? es No (Circle) Wetland Hydrology Present? No Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland?1G_... ? No t,? Remarks: UVQ dor( I'll -rfrQ . (?ACL'v5 4"1 ./?(?4.t?,i^CtS C???,//.c,Y? *-? w±'k L W )- - DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Fad! I Date: 0/61 Applicant/Owner: "i 90T\ c 0vplcin NO County: o r_9__ Investigator: Dr. J.H. Carter III A(1 & 6 man I State: Y/ JCA,Inc., Environmental Consultants, P.O. Box 891, Southern Pines N.C. 28388 (910) 695-1043 Do Normal Circumstances exist on the site? Yes 0 Community ID: Is the site significantly disturbed (Atypical Situation No Transect ID: Is the area a potential Problem Area? es No Plot ID: O(Au (if needed, explain on reverse) VEGETATION Dominant Plant Species Stratum Indicator IDominant Plant Species Stratum Indicator 1. 'Nu s $akT i .AC 19. 2. igvidamEa<- aipmRue Z FAc.-1- 11o. 3. A(L rubrv, Z L 111. 4. X dw vmm o. b0,¢u>r, -3 I 112. 5. (j luss? K renh ' !f C 113. 6. 1(&Cci nom.' t ni 1 U ?? FM 9/? 114. 7. 115. 8. 116. 1 =tree (overstory) 2= sapling (midstory) 3= shrub (understory) 4= herb layer (ground cover) 5= vines Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 1110 Remarks: Wt (ftr 41L rill •z`t? HYDROLOGY Recorded Data (Describe in Remarks): 1 Stream, Lake, or Tide Gauge 1 Aerial Photographs 1 1_4 Other No Recorded Data Available 1 I I Field Observations: Depth of Surface Water: Depth to Free Water in Pit: Depth to Saturated Soil O (in.) 71 Z_ (in.) ;?' f Z (in.) Wetland Hydrology Indicators: Primary Indicator: Inundated Saturated in Upper 12 inches Water Marks Drift Lines Sediment Deposits Drainage Patterns in Wetlands Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 inches _ Water-Stained Leaves Local Soil Survey Data FAC-Neutral Test Other (Explain in Remarks) Remarks: SOILS e .a" • Map Unit Name ' 1 } Series and Phase): ifl, -? g SI6 Drainage Class: w2, I? out, 1/ ( ?17a v? Uy a( : Field Observations Taxonomy (Subgroup): `164YO C ? '1C KGrv tc ?U?t'?r Confirm Mapped Type? es No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions Inches Horizon (Munsell Moist) (Munsel Moist) Abundance/Contrast Structure,etc. 0- L?k) lG?U 1-3 5r S2?wtt9 (Do rn Hydric Soil Indicators: Histosol Histic Epipedon Sulfidic Odor Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chroma Colors Concretions High Organic Content in Surface Layer In Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) Remarks: YAl'u SO i Is abs-en t WETLAND DETERMINATION Hydrophytic Vegetation Present? '>? s No (Circle) Wetland Hydrology Present? es o 1 Hydric Soils Present? Yes o Is this Sampling Point Within a Wetland? Yes Remarks: VJ a,41 ?7nc? - 111A3 twin A e cf) 0 K p a g a b rc 0 1+00 I 1 V. 3+0 p CRESTON COMMONS ?s APARTMENTS g / / 0 tie / r, y r 7 f ?, a AO?eQ- / - , TRH /t 1 , e , 1 I IV McNOLI / / 1 r I Y DEVELOPMENT 1 i ^w ` V L / I ? 1 EXXON GAS STATION r' l1 i '? 11 11 / PINEWURST INVESfN / BACKYARD BURGER / VAN CAMP PROPE MORaWr Op ROAD / _ _..w '?=\ GRAPHIC SCALE IN YXICT 4. n m n QC5 Z 0 U ?0 :5 W ? (L J oil < 2 aU 0 F" y d m wy? N ?a SAO on ?o °,? ll) 2 „ rn ?o? N? ?" YN III O V ? o ., m? 0 3r Na 0 ® M Die Y, 201 1 MAY. Dcs m CD DRkW: CDH scue W' 5f(FI W C-1 YAP LIGHT e• o o ~ . \ A CONC +./ /: ??'? BROOM N o . F '* C2 C2 SIDEWRRETE kIK -? / FINISH P?Tj S%°° l l ' / ?F J REMOVE E) 15" 4 1/8"R SURFACE eiv . `.? SD AND FES 1 BRIDGE SYSTEM CLEkR EX. Cl C2 C4 1/4' CWIMPFER TC" 392.8 OYP•) D(. INV. 386.80 ?,, YOp COMPACTED1 I NEW INV. 386.80 SUBGRADE 5DLF _j CI 4 (fyp 6"x6" WELDED ASPHALT EXPANSION JOINT MATERIAL I5 RCP TC382.32 B+pO _ t 2 C6 INV. 376.45 / WIRE MESH 1/2' EXPANSION JOINT SHALL 1/2' WIDE AND FILL FROM BOTTOM 1 BE REQUIRED WHERE THE OF CONCRETE TO WITHIN 1/8" TO \ JJ SIDEWALK JOINS ANY RIGID 1/4" BELOW TOP OF CONCRETE F ES A4 \` A 23LF 15"RCP' STRUCTURE AND AT 40' INTERVALS INV. 386.0 1 \ s ° ®roar EXPANSION JOINT STORMWATER I . " POND 1 ) 1 \ TAP 50'Lx20'wx3 1/2 DP 10? 8 SLELItE " T PING AND WITH A 6' wEIR. yALVE A CONCRETE SIDEWALK DETAIL A a / B2 7?; 7J? C2 C2 NOT TO SCALE n 3 / TC 382. 2 90 U G3 ?? C2 C2 INV. 3116.22 > ' 1 ?, rl? (0 2 N 24LF }! 1 y 50 S Q J n W ` 4 STORMWATER ® 007 ?'+W O I 2 U v N POND #2 (IYP.) p D GRAPHIC CALF a 50'Lx20Wx3 1 2'0 FES #1 M i O. f o WITH A 4' WEIR TC 375. O 1 ,tdQ Z m - .. e ! a : m m 12 6' 2' 27' B-B ROAD WIDTH 4' Ul O gt a nt racr) TYPE P 1 mcti = 50 tL LOW POINT ELEV = 381.99 I-2 ASPHALT J 2 `u n LOW POINT STA = 9+50.94 2' 'H' C?` c PVI STA = 8+17.61 BINDER COURSE Z ' m FM ELEV = 380.32 I ' ABC (? U . N .• m A.D. = 6.00 m m m K = 66.67 2.0% SLOPE Z.0% SLOPE m m o F 400,00' VC W m c -- - o 1 ?N w .m . d .. 1......._._... - - - 3 a 'ETE } 1 m o r. n I _: - n a COMPACTED 30" CONCRETE A CONCRETE C SUBGRADE CURB AND M Zh m,.? - - EW GUTTER 395 t w? :) (?) - ? ?..; - -- - T - - _ 39.._ . ? 5 ?m t :. 390 c2 c2 NOT TO. SCALE SECTION 390 H 8 FlNISH - 3 + N: TY? GT?ADE ym a o::?ml ¢°- Z7 3851 ? o a - - = - r stC11 r.. - co 385 rc 100 YR FTOOD - Ei J6340 - -- J - - y 30' -- 4 - At— _? _ 1 - 380 444 EX t5 srk t h _- - - ?- - L_ ASPHALT co RENO VD - H 6?`81q -. - PAVING W 375 ?' ExisTirac rIRIDCE z -sKRAaF 375 OTC $ W 7 N I• .,.,. .. ?_..... ... __... _.__ ice- r -o a r 370 r iz- 70 - - ?.. ? ? -+ - -- - ?- - -1 3--- Von a f: I , na. -------- ---------- 5,- COMPACTED a 365 _ _.... . F _.. _..: .- -- I .: 36 ABC BASE SUBGRADE L I 3 T I' ., { x - , __ - { L-- - _- ALL WORK AND MATERIALS SHALL ° E MAY, 2001 m i F 1 360 1360 COMPLY WITH NCDDT SECTION 846 DPR I_ w oo w : _ n - 30" CONCRETE CURB AND GUTTER DETAIL CHECKED: ?? ro m- V ?h I na , h ?f C caH .. ............ .... . . rc --t--"- --«r - rHr•-r-?- tr r-' -ew-'- -+?•n -?L -r- m m •- fir- -w- -ai wu; 1"=50'H i : '?Y o rn m m h a? r t hm h N h N h n C2 C2 NOT TO SCALE o . .,.. n . .. n nM ,? „y ,oln rw? .,M n?my --- M 355. 355 No. 5+00 6+00 7+00 8+00 9+00 10+00 11+00 ol- i z / o `t n M Q N cM S?? as on W? ON 2U °? ? o0 ?WZ ?v ZZw s? ?J? ??z ? O t ? N? JUo .N V "m m ?o m? a 3r a 0 0 ® M II 41 O O O 6 0 0 n?? 1 l 1 I ? Z 0 Z I W 0 U o. Z 0 0? W J a DJ TO C; ? go QU rv?e MAY. 2001 ofSfam CON Drs ; OPR C Et : CDH sour: 1' = 20' SKIT W. C-3 ? m o?m a m 1 1 (IN MT) / / / 1 mra - zo IL X 0 0 a 0 a a S 0 !n a" x x u rc x u x 0 6+50 7+50 384 384 388 380 360 384 384 -4 4- 376 376 380 380 372 372 376 376 EXI 368 368 -80 -60 -40 -20 0 20 40 60 -80 -60 -40 -20 D 20 40 60 6+00 7+00 39Z '`r ?? i 392 388 388 i i I I 388 F i '' j t ro °? . 1 388 384 384 ? I i ? ?fA i I -80 -60 -40 -20 0 20 40 60 380 380 5+85.15 --- - ---- 376 376 I- y`?'I k I ?-iy7 392 392 372 372 I i I? ri I, ?f j i li 388 _:----- n.?ni.. 388 -80 -60 -40 -20 0 20 40 60 -80 -60 -40 -20 0 20 40 60 20'-01 SPAN -SECTION B-B 10+38.51 364 384 380 -80 -60 -40 -20 0 20 40 60 8+50 10+00 384 l 384 384 384 ' ! i j Ij I-: 1 360 38D 1-4 ' l i I 't n i 4 380 l- {--i- -'•-?- ) 360 I I i nine I -80 -60 -40 -20 0 20 40 60 376 376 9+50 372 372 384 384 - -80 -60 -40 -20 0 20 40 60 8+00 380 - 380 i I I T?ml 384 384 .376'-. 776 60 40 20 20 40 60 ? 380 380 '+O V 384 384 376 376 380 380 372 372 LJI 376 376 W"I L_ _b 368 368 -80 -60 -40 -20 0 20 40 6D W -80 -60 -40 -20 0 20 40 60 FLOW CENTERLINE ELEV. 384.56 08"W I INV. OUT 370.00 84LF BR E SYSTEM SECTION A-A 3H:1V SLOPE 30' TALL HEADWALL INV. IN 370.50 FLOW WINGWALL LENGTHS VARY - (SEE PLANS SHEET C-3) WINGWALL LENGTHS VARY - (SEE PLANS n SHEET C-3) n N ?Q? p 1 W? 2v cn 'o n ON °? 0 Wz =m ti U a . 2 a? N `` 25 L b TOP OF ca o nO a BANK (TYP.) v $ my 0 3a vi 0 20'SPANx4'RISEx84LF BRIDGE SYSTEM BY CON-SPAN OR ENGINEER APPROVED EQUAL Q' 3 O 4 HEADWALL AND WINGWALL ASSEMBLIES AT BOTH ENDS TO BE SIZED BY MANUFACTURER PLAN VIEW 1 CONCRETE SIDEWALK DETAIL C2 C4 NOT TO SCALE Z O CID z c co x zQ w 0r 0 0 ? WwR Fj R cr) m U 0 Q* ? U Ii nv? WAY. 2001 Dm M CDH Dv ; UPR CEaCEN CDH srue 1'_50'H swm w C-4 SEEDING SC+IEDULE Y N S 'o m d N a m 0 x 23AWG WIRE MESH WITH 1/4" OPENINGS 6' LONG STEEL STAKES (TYP.), PLAN #57 STONE A NOTE: FRAMES AND GRATES TO REMAIN OFF INLET STRUCTURES WHILE INLET PROTECTION IS IN PLACE --. It FILTERED WATER SECTION A-A EXCAVATE FOR RCP SEDIMENT CAPTURE 1 Tr - RCP PIPE 1 TEMPORARY ROCK INLET/SEDIMENT TRAP PROTECTION C3 C5 NOT TO SCALE WIRETENCING AND WOVEN GEOSYNTHETIC FILTER FABRIC EXTEND FABRIC AND WIRE INTO TRENCH - COMPACTED NOTE: REMOVE SEDIMENT DEEPER THAN 12". REPAIR ANY UNDERMING IMMEDIATELY. 3 TEMPORARY SILT FENCE DETAIL C3 G5 NOT TO SCALE DESIGN SETTLED TOP tiN l1,? STEEL POSTS 8' O.C. W/WIRE -? " .. ro z 0 'a PIPE OUTLET FLOW THICKNESS NON-WOVEN GEOSYNTHERC FILTER FABRIC UNDERUNER 2 RIPRAP VELOCITY DISSAPATOR DETAIL C2 CS NOT TO SCALE 2:1 MAX. SIDE SLOPE VARIES - 3'-0" MIN. STONE SECTION 12'-#57 WASHED STONE 5'-0" _ MIN. I 18" N \ ?,Q OVERFILL 6" FOR SETELEMENT EMERGENCY SPILLWAY 6" BELOW SETTLED TOP NATURAL \ GROUND `1:1 SIDE SLOPE 8'Lx14'Wx12'T o 11 ?1SSTPATOR in-m LENGTHxWIDTH VARIES - NON-WOVEN GEOSYNTHETIC FABRIC (SEE PLANS) UNDERLINER WITH AN 18" OVERLAP AT ALL SEAMS (TYP.) CLASS 'B" RIPRAP CROSS SECTION STORMINATER flOND DETAI . C2 C5 NOT TO SCALE NON-WOVEN GEOSYNTHETIC FABRIC UNDERLINER TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE Y CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS T OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT. _ TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) V, °- o DATES SPECIES RATE (B./ACRE) MARCH 1 - SEPT. 1 GERMAN MILLET 120 TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT SPRING SEED MIX) w DATES SPECIES RATE (LB./ACRE) o SEPT. 1 - MARCH 1 WINTER RYE (GRAIN) 200 KOBE LESPEDEZA 120 PERM04W SPRING SEED UX -MIX L m DATES SPECIES RATE (LB./ACRE) MARCH 1 - JULY 1 PENSICOLA BAHIAGRASS 60 COMMON BERMUDA 25 GERMAN MILLET 10 MIX 2 TE (LUJACRE) DATES SPECIES RA MARCH 1 - JULY 1 PENSICOLA BAHLAGRASS 60 COMMON BERMUDA 25 SERICEA LESPEDEZA 30 PERMANENT FALL SEED MIX MIX 1 DATES SPECIES RATE (LB./ACRE) SEPT. 1 - NOV. 1 COMMON BERMUDA 30 WINTER RYE tGRMN) 410 MIX 2 DATES SPECIES RATE (LB./ACRE) Cff m SEPT. 1 - NOV. 1 COMMON BERMUDA 30 2 SERICEA LESPEDEZA (UNSCARIFIED) 30 0- c N KOBE LESPEDEZA 10 S o? SOIL AMENDMENTS 2 Um TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER AT A RATE OF 1000 LB/ACRE AP LY FERTILIZER 10 10 10 (D ( - - ) P APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 L9/ACRE+ Q Z W O Zo • = APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE (0 x c ` • REQUIRED FOR PERMANENT SEED MIX ONLY a MULCH U 0. J2 ` tb APPLY 4X00 1B/ACRE GRAN STRAW OR EQUWALE44T COVER. 5 m ANCHOR--MULCH WITH ROVING; NETTING OR 13Y TACKING WITH-ASPHALT' €MULSKN! AT A RATE o N { OF 400 GAL/ACRE (1 0 Y .N ? P 0 WATER J MINIMUM OF 1" OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR ° SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED). o ° MAINTENANCE ., 2 REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. o 3 ar MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. s °o M SEED BED PREPARATION 1. RIP THE. ENTIRE AREA T0.1 . DEPTH. 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND MIX WITH SOIL. 4. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. O 55 a 5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING " ] z O EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO SEEDING SCHEDULE 6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING. (1 t" hhhh 7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING " X J . MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, SCHEDULE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL IF POSSIBLE OR THE 0 , . L4ME. FERTILIZER; -AND SEEIING REQUIRE44E-NTS. Z 0 V EROSION CONTROL CONSTRUCTION SEQUENCE U w z0 1. INSTALL SILT FENCE, SEDIMENT TRAPS AND/OR OTHER MEASURES AS SHOWN U) ON THE APPROVED PLAN. h O 2. CALL FOR ONSTTE INSPECTION BY THE SEDIMENTATION AND EROSION d IY w CONTROL INSPECTOR. 3. BEGIN GRADING. MAINTAIN MEASURES AS REQUIRED. 4. ALL AREAS WHICH NO FURTHER LAND DISTURBING ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER WITHIN THIRTY WORKING DAYS. 5. AS ZONSTR11CT10N PROGRESSES. JUNOVE SILT. AND. SEDIMENT B=U UPS INLET PROTECTIONS AND SEDIMENT TRAPS TO AT ALL SILT fENCING ouE , lODI . MAINTAIN ADEQUATE SEDIMENT CONTROL MEASURES. ° 7M CDH 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS STABILIZED CALL FOR OWN: DPR , ON SITE INSPECTION BY THE EROSION CONTROL INSPECTOR. CKE m: CDH 7. IF THE SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES s Le AS SHOWN AND SEED, OR RIPRAP RESULTING DISTURBED AREAS. CLEAR ALL SWALES AND PIPES OR ANY DEBRIS OR SEDIMENT ACCUMULATION. ESTABLISH PERMANENT VEGETATION DURING THE APPROPRIATE TIME OF YEAR. C_5 V 8. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. 4 RING AND COVER C5 C5 MANHOLE (TYP.) BACKFILL TO TOP OF 3 CURB, GRADE SMOOTH- FRAME AND SEED AND MULCH GRATE W/HOOD C6 C6 TC EL Iil I RIM EL F?II IE= (PAVEMENT o III o 6"x6° #6 WELDED o WIRE MESH (TYP.) ALL STEPS IN MANHOLES SHALL BE POLYPROPYLENE PLASTIC, REINFORCED WITH w n 26" 1/2- GRADE 60 REINFORCEMENT. MANHOLE - /-ALL STEPS IN MANHOLES ARE STEPS 0 16" O.C. IF DEPTH IS MORE THAN o TAPPERED COPOLYMER POLYPROPYLENE 3'-0". ?Z 1 UFDNG HOLES PLASTIC, REINFORCED WITH 1/2- 0 N GRADE 60 REINFORCEMENT 8" MASONRY WAGS ccnn w MANHOLE STEPS 0 16" O.C. IF DEPTH IS MORE THAN 3'-0" VIES OR PRECAST CONCRETE o rc BOX o w la 8" SOLID CONCRETE BRICK STORM DRAIN LINE ovi Cl a 0 48" OR PRECAST CONCRETE BOX a a m w 0 J K ? O GROUTED INVERT 6" ^ . 6" CONCRETE PAD W/ #4 REELAR 0 12" O.C.E.W. COMPACTED SUBGRADE NOTE: NCDOT STD. #840.01 #840.02 MASONRY OR CONCRETE INLET BOXES. 1 CURB INLET DETAIL C2 C6 NOT TO SCALE n a v N 0 a S m 0 of ai i 2 a i i i i [ NOTE: TOTAL WEIGHT FRAME GRATE & HOOD 510 LBS. 24" 6" 0 tF= CROSS SECTION OF FRAME, GRATE, AND HOOD 36 NOTE: NCDOT STD #840.03C WITH TYPE "E, F AND G" GRATES AS APPROPRIATE 30"x36" FRAME FOR 30" CURB AND GUTTER 3 CURB INLET FRAME AND GRATE W/HOOD C6 C6 NOT TO SCALE `4000PSI CONRETE X FOUNDATION COMPACTED SUBGRADE NOTE: 1122" O.C?E.W REINF. TO MEET ASTM C-478-72 WIRE MESH-ASTM A-1 85-69 STORM DRAIN MANHOLE DETAIL C2 C6 NOT TO SCALE 1" PICK HOLES (2 MIN.) RING }`tea RING SUPPORTS OYP.) ?pR V Q FLANGE as?? 23 77y2" 7 'N zrl ???l 25" 33 1/4* NOTE USE U.S. FOUNDRY & MANUFACTURING COMPANY MODEL J669 WITH KL COVER OR APPROVED EQUAL 4 RING AND COVER DETAIL_ C6 C6 NOT TO SCALE N Z 0 N_ ^7 n m n •ct N N sQO WW 5 zm Z2W iz? 2 a J'C `.' ?JQ2 t? RZ o? ? o m ?, s vm o.. m? 0 3t a m 0 ® o z 0 J a X ru W z O w y V Q aU cc KIS MAT, LUUI DPR CDH SHOWN 9QI Ip. C-6 a 3 `o 0 N \ ? . .. / THE PLANTATION \ \ GOLF CLUB o ?a U 1+00 -1 IT 1 ?`' 3*pQ CRESTON COMMONS ?s APARTMENTS 3 / / 0 / / oo Q 1 qx0 RlCk , 1 ? 1 ? I \ ROgO \?? ? / ? so. `o % l Rory / ? . r n A OWZ om (??800 I 11 i ` \ TWO z? g y _ \\ oo (/ Z2w a McNML1 Z W o 1 DEVELOPMENT }j '^ I o ? i ? 1 (~?Qr fa ? y mo ? > -11,50 I ', 3 O r o a w r'i I I I i I l I / EXXON / GAS STATION ?r / r 0 ? z ? / o J VAN /URST CAAMBACKYARD P IPNROPERII' / 0 2 \ BURGER ? RG4p7pN ROAD - MAY. 2001 GRAPHIC SCALE °m CDH DPR / cc? : CDH wur. 1' 50 IAA) rmm=5o n -T C-1 9TRIc 100 \ w / \ o,0 e ` / REMOVE EX? 15" x 1r SO AND FES EX. Cl TC 392.8 EX. INV. 386.80 > NEW INV. 386.80 / 8\ w00 5OLF 15"RCP -0 1.607 FES #4 INV. 386.0 /i I/ 1 Ir E 1 BRIDGE SYSTEM C4 , ?s -is / STORMWATER - ?' POND #1 I 50'Lx2O'Wx3 1/2 DP J WRH A 6' WEIR IR _ / B 2 C2 C2 1 / 4 STORM WATER PI D( ?) zAO'gx 1Jz'DP GRAPHIC PCAIE C5 501 WITH WEIR IN resr'm ® 7 ° /z, P / B0 l COMPACTED SUBGRADE CI 3 (TYP.), / 6"x6" WELDED TC'382.32 WIRE MESH J INV. 376.45 /RCP' r j 8" APING _SLEH/E AND _\lCI ,2 \ ao TC 382.32 LU INV. 37622 > \.>>x 24LF ' 50 15 RCP x Q 0 1.007 FES #1 ?..- ?.' TC 375.9 3 1U ? cD l i lah = 50 n LOW POINT ELEV = 381.99 LOW POINT STA = 9+50.94 PJI STA = 8+17.51 PVI ELEV = 380.32 A.D. = 6.00 K = 66.67 r 400.00' VC Z :zn - - - ---i -.. 395 t wd ' N m - 395 - -?N Q u - - - - = - - - - m L > 390 M - 390 FINISH ' . - i .? _. o ¢ m W1 1 GRADE n (L z ad n_ vv v zLn -- 385, 1385. 100 YR FLOOD :nLz g _ C-EL J83.96 J? - -- - - - -- - Z y 0 380 .- ?- --- i - - - 1380 - 3 A-1 EX 15 SD ~ TO REMOVED ? 4- RIDGE 375 _ EXIST1Nc - - GRADE- _srsTEM 375... I_ ° 370 370 a ---? r- --- .- :._ 17 7 7-. -_ _- -+- -- _ ?_ i r 365; r - ss 365 ---- ° j r r ° - T At N 3600 360 rN. ?n m m - --- ° 355! co - 5+00 6+00 7+00 8+00 9+00 10+00 11+00 6 ' LIGHT e• BROOM FINISH J 2' CLEAR 1/8-R SURFACE (TY•) 1/4' CHAMPFIIt (TYP.) 1 ASPHALT EXPANSION JOINT MATERIAL 1/2° EXPANSION JOINT SHALL 1/2" WIDE AND FILL FROM BOTTOM BE REQUIRED WHERE THE OF CONCRETE TO WITHIN 1/8" TO SIDEWALK JOINS ANY RIGID 1/4" BELOW TOP OF CONCRETE STRUCTURE AND AT 40' INTERVALS EXPANSION JOINT A CONCRETE SIDEWALK DETAIL C2 C2 NOT TO SCALE 2' , 6' 2' 27' B-8 ROAD WIDTH 2.07 SLOPE I VC OMPACTED ;A" CONCRETE SUBGRADE , SIDEWALK (TYP.) i 4 1° TYPE 1-2 ASPHALT .-2" 'H' BINDER COURSE /-8" ABC 2.07 SLOPE 30° CONCRETE CURB AND C2 C2 GUTTER(TYP.)- B ROADWAY SECTION C2 C2 NOT TO SCALE 30" 6" 24° 15•'7 1° ASPHALT PAVING d ?. ip d Tl_ COMPACTED _ ABC BASE SUBGRADE ALL WORK AND MATERIALS SHALL COMPLY WITH NCDOT SECTION 846 n 30- CONCRETE CURB AND GUTTER DETAIL C2 C2 NOT TO SCALE N Z 0 W n w?j 2A (?SWC) °i 2U m cc D 111 „ m x L - h\ a ?Jh E1 ?J_zt 0 O N N mV? ono nrn ov m ?a o ILJ z cn z O W Q) fA o Q U J Q d ? 13- nv[ MAY, 2001 D[ M CDH .. M- 0PR cwc :: CDH sae 1"=50'H : 1"=5V C-2 l -' I J I O I 3 0 Li af c NN s?Z oa LL- ? =o ?Wo N? ?ZW a? ?ZW 5? y N O O O? m ? ?. a N 0 ® n g 0 'a 0 i ti 0 a a J z O 0 w 0cr- ? W e Wn- Q 0 z o[ (7 = z o ?o F Q 0 d ouc WAY, 2001 o uNm CDH oq- DPR cw-: CDH sae 1' = 20' C-3 ZZ, / / IN IA.7) 20'-01 SPAN ut z 0 ILL ALL FOUNDATION n a 0 0 0 3 z 5 0 8 6+50 7+50 t-T FINIS. -I Sea GRADE I (T1 P) 3e 388 --- -- '---?' 388 F. 380 38 384 -?.?'r__L _.. '..' 394 / 376 371 380 -- - , -i f 380 372 37' i I 376 ERI N6 ml. -' 376 GRADE (TYP ) .. __._ ?:......: 368 3M 80 -60 -40 20 0 20 40 60 -80 -60 -40 -20 0 20 40 60 6+rW00 7+00 392 392 388 388 }.. 388 l"4-' 388 384 384 mi BO 60 -40 20 0 20 40 60 1 80 380 I-j 5+85.15 . Q..... .--, 376 376 392 ? 392 _._L 372 372 388 I. '.._L r _ hi_ 308 -80 -60 -40 -20 0 20 40 60 -80 -60 -40 -20 D 20 40 60 L.- SECTION B-B 10+38.51 384 r r -.._ .. 384 ?Y4-? !- t 390 - '- - 380 -80 -60 -40`-20 ?0 20 40 60 8+50 - - 10+00 364 -_ -? 384 384 - 4.. r__... 384 380 .I 1380 380 - 1 380 -80 -60 -40 -20 0 20 40 60 376 - ?...+, 376 - 9+50 372 -= t i- - - _ - - - j 372 384 - .i -.. 384 -80 60 -40 -20 a 40 6D 380 -I - 380 384 384 375- =-- 376 -80 60 -40 -20 0 20 40 60 380 380 9+00 184 384 376 376 N10 380 37, t-j 372 n, 376 368 J68 -80 -60 -40 -20 0 20 40 6D 80 -60 -40 -20 0 20 40 60 Z ?? I { I L AND ASSEMB N YANGWALL lUl ASSEMBLI ES AT BOTH OTH ENDS TO BE SIZED BY MANUFACTURER PLAN VIEW 1 CONCRETE SIDEWALK DETAIL C2 C4 NOT TO SCALE Z 0 z ¢ Qcf) LLJ X v zQ [w e p[TJ Q ?n w Ww Q U-)? U Om a?cc n U nve MAY, 20D1 o¢am CDH 6x?vN, DPR ncanu: CDH scu[ 1'=50'H : 1'dV srm xo. C-4 VARY - (SEE PLANS SHEET C-3) SECTION A-A 3 O 20'SPANx4'RISEx84LF BRIDGE SYSTEM BY CON-SPAN OR ENGINEER APPROVED EQUAL --\ BANK (TYP.) g P, WINGWALL LENGTHS VARY - (SEE PLANS n SHEET C-3) W Q ? m as 0z .u =n ZU ?1W? °rn a a ? RJ2 co r? 5 m o TOP OF m o HDbUS, UPCHURCH & AS500. H BY: OUR DATE: NOVO0 SCALE: 1"=50?' 0 m -a K: O ? N O ny .-0 m > Cn -Tl m Z n m 0 D_ r Z :m z i O amr? r!l D u) Z ; z O pM im Z A cc d 4'-0" 1N. Dy om nr v ?N EU0 A m z (fj o ? C7 N O rrn D ? m t) o m ? n O o Z r r my rn 2' M 2 NMAX. > w > = I: v y o Ln = I ? J / O Z m odp Z p ? f DCZ cl ?ZO U) DOZ m C r'?-o? 'V) z1 ;:a ?mm ?;:a Z D ??O z0 cf? ?z< S cti m m m D ;u co Co V m U1 A W N S'- Zm z = D1A 00 Z?: m OD ZZ m Z vmC' aZ ?F Amy z ?r = M c);0m mO z? D?+y1 ?0J O0 mr ZD M N p-I 2z O Z° -r c: FA mC pm z 2 0 mN 22 AOm o ° 00 CZ ?M2 m Gm z zm--0 0-1 M0 Smx ? 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TC- Co r- A c m V) ?O m N O Z -+ o o c rxnz m c n - < aOC gm o n p rj°mm0 m nA Zr rC- z 8 m v)A f xM, 2D r'm O?C O Cz:p 00 0x ?m mm zm ° O A QO M m A ?? ?° Or M ME: ?c Xm r? _ m m ?aA r r ,) z mi5?m cz zW m? g M C) 2Z O m f n 00 A O z Z? yy N g p2 m NZ p p° m m ; 0 m mx c °° '- v C o MOM m O m mp cam m W C7 _-I °Q s 0;u ;o So C m atn p W cQ O z =Zm y zm z 2 z 0o D -co V) M ,z r- - r M UI ? < 00 fJ m j Z rr1 p?O C D C M m m m z 0 z Ek -H A of o 0 C' " Z = czizm m -Z y° c z O m V O U CNM 0 2On, 4 m m n ; o m A z 0 0 O PATRICK ROAD EXTENSION B e 0 o 0 t SOUTHERN PINE'S, NORTH CAROLINA 01 EROSION CONTROL DETAILS rnm mm rM 0M *Z !n v N r r O{ v m y ° 2 b7 m 2 0( n 0 2Z r? v Wo m rn z 8 O ?O Xm m 0) -i O m mI -1 O -0 D ? m ? 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O z° M YO m m? 0 000 ooW ocno oLro 01 Z? 00 - ?O y r0 m X _;.u ?'S01 N M .Z] M ° D ` O M m A HOBBS, UPCHURCH ASSXL4 TES, PA SYM. lqj CONSULTING ENGINEERS SOUTHERN PINES, NORTH CAROLINA 300 Broad Street, SoUthern Pines, North Carolina 28387 Phone: (910) 692-5616 - Fax: (910) 692-7342 C' z z m D W mr0 f =c 'n Z O A f r? M .um 0 J r mm Z z= ° ? --{ o M 3 ?y M ?o A m v ? M i-I ? ox v mmx v omx o ? m 8- r' Aom X 0 z r 'tcn O Fl ! t c o L ?DEM o r o 2 . . a mm mN 0 .. m O L a2Cc X 7 z ? O m D O C D X ? mZAr _ 00 , X m c: m' m z m O ? V f O D m A rZ j m D Z m cn -I CO m co m ;p m m ?7Z 0 m _ 0 r 0 O 0 D r !- g mmm!'t r Z O < O OyM ycy co M < m =cn O 0 M O Z ? z - j > OANO z Nm m ym O m 4 - Z' r ? ?J 'n A = r t 57< ° N < n m o o 0 o m r y O A m p O j -0mZ v Q °z to m REVISIONS m P d to r*1 0 F wlorri HOBBS, UPCHURCH & ASSOC. H:\SPOO32\800\B25\SP0006-CULVERT PROFILE.DWG EDITED BY: CPR DATE: NOV00 SCALE: 1"-50- z O O Z O 0 N o z n OZ III OW fn ot? ° o rn O g =TT7 ??(I=I e. . X G? VI r m m Z -H CA O , ?r O CD rnz ZJ -z? g z O i m = RP m to 21 0 D ? co III ? "., .. 00 p O ? III -1 r- m011 o D -TI m ° gz g r°a N° L1 m o m _T? D z at C% ?Tf = O C7 ° a a _ g MET 150) 0 G7 Ao c) ®yz o X 0? Z1A O D zo o c? ?g m = C 7- m O O C7 m ;a 30" p rn Pc N O Z y? N ? ? D Z w W { W ti N r R, cn N s ICJ ?-?/ ? O 00 O n ° A D C ? t N i m -? 1A0 c z -" o ? ( yy JD Z 7 T ?Z c A .'0 C7 N Z z Dr C, c7 c7 r`.?rd C O PATRICK ROAD EXTENSION DRAINAGE DETAILS N fm z m? O rl O O = .Z7 I m I ? N ? p Z P O O N m ? j ?OD f® Z N O r m r D cm 0 z v _ m0 ZOO zz m HOBBS, UPCHUR,CH&A5500TES, PA lqj CONSUL TING ENGINEERS SOUTHERN flNES, NORTH CAROLINA 300 S.W. Brood Street, Southerr Pines, North Ccrolino 28387 Phone: (910) 692-5616 - Fox: (910) 692-7342 vo ?O O C Z o' A Xm mm mn ox X morn w0-1 o ? ??o ryAi> ONO?N 00 V O Z mm -t Z z ?zv on b ALh m?= mm om w y N 2 m D of Am 0 n m mg m0 °a F, 2 ln?rnn?? O m Z Z 7; D '=00 oo?mz? - \ m r^ m N mm m? rnN ssg ? Omx g°P nLn 0 _0 0O I 46 i? w ? rn O 20 °o 0 REVISIONS A Z 2 O Oy m0 ?o 25'-0" MAX. WITH 4000PSI PRECAST CONCRFTF