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HomeMy WebLinkAbout20080844 Ver 1_Application_20080520STATE OF NORTH CAROLINA ij DEPARTMENT OF TRANSPORTATION 110g141Cy MICHAEL F. EASLEY. GOVERNOR MAY 13, 2008 NCDENR Division of Water Quality Brian Wrenn 2321 Crabtree Blvd. Suite 250 Raleigh, NC 27604-2260 RE: Linear Transportation Project / SR 2057 / Robeson County State Project # 6C.078084 USACOE NWP#14 / NCDENR WQC 3704 Dear Mr. Wrenn: LYNDO TIPPETT SECRETARY 08084,4 Enclosed, please find seven (7) copies of a PCN and related documentation for a Linear Transportation Project along SR 2057 (T. S. Humphrey Road) in Cumberland County. The project will be completed in compliance with NCDENR Division of Water Quality General Certification 3704, and, USACE Nationwide Permit #14. This project is being submitted under the 401 Automated Payment Procedure. The State Project Number is 6C.078084 and the permit fee is $240.00. A separate copy of this submission has been forwarded to Ken Averitte of the Fayetteville Regional Office. If you should have any questions or comments regarding this notification, please feel free to contact me. incerely ? I -w S James . Rerko, PWS Division 6 Environmental Officer P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone (910) 437-0208 - Fax (910) 486-1959 ar?o? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOvERNOR May 13, 2008 U. S. Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, North Carolina 28402-1890 ATTN: Mr. Richard Spencer NCDOT Coordinator Dear Sir: vtY?tf ??1 L' ' . '"arc W. LYNDO TIPPETT H SECRETARY 080844 Subject: Notification for Nationwide Permit # 14 (Linear Transportation Project) NCDENR DWQ 401 WQC 3704 SR 2058 (T. S. Humphrey Road) Robeson County State Project Number: 6C.078084 The North Carolina Department of Transportation (NCDOT) has scheduled to grade, drain, base and pave SR 2057 (T. S. Humphrey Road) in Robeson County. The total project length is 0.46 mile. The roadway will be widened from 12 feet to 20 feet and will include stabilized grass shoulder (6 foot). This project will require the replacement of one (1) jurisdictional stream crossing, one (1) open water impact (pond) and three separate wetland crossings as shown below: Crossing Roadway Station Existing Culvert Proposed Culvert Permit Site #2 Sta 26+55 18LF 60" CMP 52LF 72" CMP Total Stream Impacts = 34 linear feet Wetland Crossing Roadway Station Wetland Impact Permit Site #1 20+50 -23+00 0.09 acre Permit Site #2 26+00 0.02 acre Permit Site #3 29+70 -33+00 0.23 acre Total Wetland Impact = 0.34 acre P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone (910) 437-0208- Fax (910) 486-1959 Construction of this project will require impacts to Waters of the United States in the Lumber River Basin. The project is located within the Horse Branch drainage basin (C; Sw) in the 03040203 Hydrologic Unit subbasin 03-07-53. Permit Site #1 is located in the northwest quadrant of the intersection of SR 2057 and SR 1006. This area is adjacent to Horse Branch. There will be a 0.09 acre impact to jurisdictional wetlands due to the placement of fill material in order to construct SR 2057. Vegetation that dominates the area consists of Chinese privet, red maple and giant cane. Johnston soil, a mapped hydric soil, was verified in the field. Permit Site #2 is located at sta 25+55. In this location, there will be 0.02 acres of jurisdictional wetlands impacted by fill material, 34 linear feet of stream impacts (UT to Horse Branch) from culvert installation and 0.0157 acres of Open Water Pond impact. The 0.02 acres of wetlands are situated just downstream of the existing culvert crossing. Since the pond is an in-line pond, impact calculations were for both stream and pond. The minimum roadway width will be utilized in this area to reduce the impacts to jurisdictional waters. Currently, the culvert is very short, considering that typical driveway pipes are typically 20 feet in length. The culvert is an 18LF 60" CMP. With the pond upstream of the culvert, the proposed culvert will project into the pond and the roadway fill will decrease the ponds size by 0.0157 acre. The fill material within the pond will consists of Class B stone backfill to within 18" Finish grade, then cap with STBC. Ultimately, the 18LF 60" CMP will be replaced with a 52LF 72" CMP. Permit Site #3 is located between sta 29+70 to 33+00. Jurisdictional wetlands have been identified along both side of the road. The road is very narrow, two cars cannot travel side by side. Originally, one 44LF 24" RCP was proposed to convey hydrology under the roadway. But, during the COE / DWQ site meeting it was requested that one 44LF 18" RCP be installed on each side of the 24" RCP as equalizer pipes. There will be 0.23 acres of wetland impacted at Permit Site #3. Impacts have been minimized as much as possible while still providing a safe roadway for the traveling public. A single Jurisdictional Determination Form (Rapanos) has been completed for the TS Humphrey Road permit. The Form was completed viewing the three wetlands as abutting Horse Branch which is a RPW. Section I (Part C), Section III (Part D(2) and D(4), Section II (Part B(1)(a,b&c), and Part IV were completed in the Form. The United States Fish and Wildlife Service (USFWS) has identified two endangered species (E) and one threatened species due to similarity of appearance (T(S/A) in Robeson County. No habitat was available within the project area for any of these species. We are requesting the issuance of a Nationwide Permit 414 authorizing construction activities associated with the SR 2057 improvements. NCDOT will also comply with all conditions of the NCDENR DWQ 401 Water Quality Certification 3704 If you should have any questions, or, need additional information please contact James J. Rerko, PWS at (910) 437-0208. ,Sincerely, ames J. Rerko, PWS Division 6 Environmental Officer ATTACHMENTS CC: BRIAN WRENN (7 COPIES) Ken Averitte (DWQ) 1 copy Greg Burns, P.E. Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. 2 0 0 8 0 8 4 4 Of any particular item is not applicable to this project, please enter "Not AuDlicable" or 'N/A".) I. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP#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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? M Applicant Information 1. Owner/Applicant Information Name: Greg Burns, P E / NCDOT / Acting Division Engineer Mailing Address: Box 1150 Fayetteville, NC 28302 Telephone Number: 910-437-2611 Fax Number: 910-486-1959 E-mail Address: gburnsna dot.state.nc.us 2. Agent/Consultant 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: James J. Rerko, PWS Company Affiliation: NCDOT / Division Environmental Officer Mailing Address: Box 1150 Fayetteville. NC 28302 Telephone Number: 910-437-0208 Fax Number: 910-486-1959 E-mail Address: iirerkona,dot.state.nc.us Updated 11/1/2005 Page 1 of 8 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: SR 2057 (T.S. Humphrey Rd) 2. T.I.P. Project Number or State Project Number (NCDOT Only): 6C.078084 3. Property Identification Number (Tax PIN): 4. Location County: Robeson Nearest Town: St. Pauls Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.):Travel south along US 301 through St. Pauls, turn left onto SR 1006 (Great Marsh Church Rd), turn left onto SR 2057. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 34.7705 N 78.9351 W 6. Property size (acres): 3.37cres 7. Name of nearest receiving body of water: Horse Branch (C: Sw) 8. River Basin: Lumber River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: SR 2057 is an existing dirt road with a variable roadway width of 12 foot to 20 foot within maintenance limits 30 feet in width Surroundin land use is residential / agricultural Updated 11/1/2005 Page 2 of 8 10. Describe the overall project in detail, including the type of equipment to be used: In bringing SR 2057 up to current safety standards, i.e. 20 foot paving w/ 6 foot stabilized shoulders with 3:1 side slopes within a 60 foot right-of-way. NCDOT must impact upon 34 linear feet of UT to Horse Branch. 0.0.34 acre of non-riverine wetlands and 0.0157 acre of open water (pond). Impacts were minimized. Typical equipment to be utilized in the construction will be trackhoe excavators, motor graders,and dump trucks. 11. Explain the purpose of the proposed work: To improve access and safety along SR 2057 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. Richard Spencer (COE) and Ken Averitte (DWQ) reviewed the rp oiect 02/06/08 V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. None VL 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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 Updated 11/1/2005 Page 3 of 8 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. Provide a written description of the proposed impacts:Fill placed within wetlands due to roadway fill which is necessary to Provide a safe roadway. 2. Individually list wetland impacts. Types of 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. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100 year Floodplain (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Permit Site #1 Fill Scrub / shrub Yes 50 0.09 Permit Site #2 Fill Scrub/ Shrub Yes 0 0.02 Permit Site #3 Fill Emergent Yes 100 0.23 Total Wetland Impact (acres) 0.34 3. List the total acreage (estimated) of all existing wetlands on the property: 0.34 acres 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage. multiolv length X width- then divide by 43.560_ Stream Impact Number Aindicate on map) Stream Name Type of Impact Perennial Intermittent? Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) Permit Site #2 UTBtr Ho Culvert Perennial 61t 34 0.005 Total Stream Impact (by length and acreage) 34 0.005 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads. etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, impact (indicate on map) ocean, etc.) (acres) Permit Site #2 UT to Horse Branch Fill Pond 0.016 Updated 11/1/2005 Page 4 of 8 Total Open Water Impact (acres) 0.016 6. List the cumulative impact to all Waters of the U. S. resulting from the project: Stream Im act (acres : 0.005 Wetland Impact (acres): 0.34 Open Water Impact acres): 0.16 Total Impact to Waters of the U.S. (acres) 0.36 Total Stream Impact (linear feet): 34 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 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.): Current land use in the vicinity of the pond: 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 culverts on this proiect were lengthened in order to provide a safe condition for the traveling public. Minimal work is proposed in the permit site locations. VIII. Mitigation Updated 11/1/2005 Page 5 of 8 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 January 15, 2002, 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 NCEEP 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 (see DWQ website for most current version.). 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. Mitigation will be addressed in the quarterly report to EEP 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed, please check the appropriate box on page five 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): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Updated 11/1/2005 Page 6 of 8 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. 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 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No 2. If "yes", 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. * , Impact Required I Zone fcn-ar fa +l Multiplier ?,,r:.;,..,.;-- 1 3 (2 for Catawba) 2 1.5 Total ' Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B.0242 or.0244, or.0260. Updated 11/1/2005 Page 7 of 8 Stormwater (required by DWQ) Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious levelAn Erosion and Sedimentation Control Plan has been developed for this project and the NCDOT will utilize standard BMP's. XI. Sewage Disposal (required by DWQ) 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. N/A XH. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules? Yes ® No ? Is this an after-the-fact permit application? Yes ? No ? XM. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr. state.nc.us/ncwetlands. If no, please provide a short narrative description: 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/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 8 of 8 VICINITY MAPS NCDOT DIVISION OF HIGHWAYS ROBESON COUNTY PROJECin ST. PAULS TS HUMPHREY RD: SR 1006 TO DEAD END OF 4 NORTH CAROLINA i PERMIT SITE 2 Wetland Impact 0.02 Acre PERMIT SITE 3 Stream Impact 34 LF Surface Water Impact 0.016 Acre Wetland Impact 0.23 ?cre I 3 PERMIT SITE 1 CD 0 11 I I Wetland impact 0.09 Acre I srn? I I v 1?j?'w I 11 ? t. 11,101 11,111". .. + ' an ft w E WIV N t/ rM FLAW M•!1' ACP p r r..o??r.i.?.r .-wr?.rar?ss I CD NTS L3 w w.w +"Lr••• ® WETLAND DELINEATION ® PERMIT SITE NCDOT OIYIwO11 OF 1 AU ?N COILAM AOII¦C'Ik fr.PAV f 7f INwn"W" OA Ok "ToO"we 1? PERMIT SITE 2 Wetland Impact 0.02 Acre Stream Impact 34 LF Surface Water Impact 0.016 Acre 9T.24 v 9T.T9 N9T.TI -?1E 7 E / - : /?7/??/?/' / I 1 98.08 ----------------~ Ex.inv.96 InslaffCkLw B BarXfll/To WYNn 18 - Fla Graft Cop Wi/h STBC. Assumed Elev. 96.96 Ex. Rt. Inv. woraTr a? 1 JAM T0.ww 2 TS FuPI V ESTATE R S COMA H..INET icw 4 BOTO Kula, ¢w (a) Prop nr.95.96 Top 98.33 Wote 98 Remove Exlstlng 18 LF Plpe I BOND Imtoll 52' of 72 - CMP 1 NCDOT ` DIYMN OR HIGH W ATS ROBUM COUNTY 1"=60' ® WETLAND DELINEATION ® PERMIT SITE PROJBM ST.PAULS TO HUMPHREY RD. SR. 1406 TO DEAD END Sid 100 Prof 799 OP EX. 60" CM ? . Pend • ? 95 90 -150 -125 -100 -75 -50 -25 CL -25 STREAM PROFILE NCDOT MINION OF HIGHWAYS ROBIIISON COUNTY PROIIR.'9! ST. PAULS TI HUMPHRBY RD. Assumed Elev. 96.96 SR 1006 TO DEAD BND Ex. Rt. Inv. SHBBT 5 OF 6 OS/ 1!/ PERMIT SITE 3 Wetland Impact 0.23 e Nall Elev. 14\,e0 TBM r.4 ruuo? - - -NPJ 58 4° PLACE 441- 18 " RCP I PLACE 44- 18 " RCP PLACE 44- 24 " RCP 1" - 60' `s" J Cam„ 10" ® WETLAND DELINEATION PERMIT SITE NCDOT olv N oP 110MAU PROM M !1'.PA U 'ff nummlow R& SR NO 70 W" WM i °' t •t---\ - rye ? ? ? .1? A. ;1924' _ Lending StAx., } N?s r .: ,... y.. ,' -- ,,.. +•- ? .?,. -- f. _.?-w I iii, 'rte/ t? / _..?_w _r'•, i-'? G? St Part .? ' Sandpit + a ya 4 r. ?... 1Jf Nkf Permit Site # 3 t I h " I 34.7736 N 78.9350 W ly { '• ',? - - -- rsr a ,?PkaprM Gtow C* II 164 - ! - ?. N;." `\,... BM 157 . Permit Site #2 34.7721 N 78.9349 W C 7-W ?• \L .160 Hopes ':7r Permit Site #1 - 34.7705 N 78.9350 W+ .. 1931i - // _ - y ?' t \ rst .. - a? _. 4+ . .r Cem .. Pka"M sch .r tsi 1924: \ \ 1ti r _ -...?? .....i 8° W Name: ST PAULS Location: 034.7735209° N 078.9352020° W Date: 5/7/2008 Caption: SR 2057 (TS Humphrey Road) Scale: 1 inch equals 2000 feet Robeson County Copvripht (C) 1998. Maotech. Inc Permit Site #2 Pond Upstream g a, y, p / J ?& y?i£' FL !! f r{a- y b ? yF 1 ? • A q? ? + ? {r? x # { ° ? `?' .:a['-?5`?.e'':?-" F? $ -Lw N?'? t.? ? ,f' .?. ri3 '?W.?.. 1?" ?" ?, n.?". ,, .Re P; ? b? ??, ? ? t `mss "'• i ., 01 r ? Yom' ?¢A' ?' r f r ¢ ?a.. ;r; ;c A 10- ? y A A 'l_LL` .4l Permit Site #2 - Downstream