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Home My WebLink About20080151 Ver 1_Application_20080122a..~ ~~w.~ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY. GOVERNOR NCDENR Division of Water Quality Brian Wren 2521 Crabtree Blvd. Suite 250 Raleigh, NC 27602-2270 JANUARY 15, 2008 LYNDO TIPPETT SECRETARY osoi~l RE: Linear Transportation Project / US 301 / Robeson County State Project # 37984 (R-5019) USACOE NWP#14 / NCDENR WQC 3704 Dear Mr. Wrenn: Enclosed, please find seven (7) copies of a PCN and related documentation for a Linear Transportation Project along US 301 in Robeson 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 37984 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. Sincerely, ,~ ~ i7a~ S ames . Rerko, PWS ivision 6 Environmental Oi~icer w~i,~ '°"'~ i'= ~.~ Qk7C ~ ~a~,~ ~'~a i1~ ~ ., ,, ~y ~w~ 4 ~,~~. 1 ~'CH P. O. Box 1150, Fayetteville, NC 28302-1150 -Telephone (910) 437-0208 -Fax (910) 486-1959 OrSiA7(o `~y.w-~ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR January 15, 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: Subject: Notification for Permit -Nationwide Permit #14 TIP Number R-5019 / US 301 / Robeson County State Project # 37984 C°~~ ~'~ ~~:~, _, ~ ~~~ 4..- _ f` P +e Q.., < .~sa v e ~ ry `jt ' ~~f.'~;r+pca'' ~~, ; `~ W. LYNDO TIPPETT '~ SECRETARY oso~~i The North Carolina Department of Transportation (NCDOT) proposes provide safety improvements along US 301 in Robeson County . The Department proposes two-foot paved shoulders and center turn lanes to reduce the potential for rear end collisions. US 301 is a heavily traveled roadway which serves the Robeson County Community College and expanding commercial interest. US 301 also is identified as a detour route for I-95 between exits 25 and 22. During a recent detour event, it took traffic 2 hours to traverse the three-mile section of US 301 due to traffic turn movements. US 301 Total Stream Impacts = S5.$4LF Permit Site #1 is a culvert at the end of the project (sta 13+03.07) that will be extended 12.38 feet upstream and 13.46 feet downstream, a total extension of 25.84 linear feet. The existing shoulders are three to four foot in width and there is evidence of several crashes at the culvert location. The twin 7'x6' Concrete Box Culvert conveys an UT to Saddletree Swamp (C Sw), a perennial stream. Currently, the UT to Saddletree Swamp is dry due to severe drought conditions. The project area will be dewatered during construction activities in accordance with NCDENR DWQ Water Quality Certification 3704. Permit Site #2 is located at sta 58+16 along US 301. The existing culvert is a 60LF 24" RCP. The culvert will be removed and replaced with an 80LF 42" RCP. The additional length is due to the construction of a center turn lane. There will be a 20 linear foot impact to the UT to P. O. Box 1150, Fayetteville, NC 28302-1150 -Telephone (910) 437-0208- Fax (910) 486-1959 Saddletree Swamp. Though the UT to Saddletree Swamp was dry at the time of the field view, the channel at the downstream end was determined to be perennial. Permit Site # 3 is located at sta 64+38. At this location, the UT to Saddletree Swamp is an excavated channel approximately 6 foot deep. The upstream end of the culvert is a dry sump that collects runofffrom an agricultural field. No hydrology was noted at the upstream end. At the downstream end of the culvert, hydrology was noted. The channel on the downstream end is perennial due to its draining effect on the adjacent agricultural fields. The existing 44LF 3b" RCP will be removed and an 80LF 48" RCP will be installed. There will be a 16LF impact to the UT of Saddletree Swamp on the downstream end of the culvert that will extend into the UT to Saddletree Swamp. Permit Site #4 is located at Sta 28+68, which is approximately'/2 mile south of the US 301 and I- 95 interchange. The existing 52LF 30" RCP is in good condition, so the culvert will be extended 16LF on the upstream and 8LF on the downstream end. The UT to Ten Mile Swamp was dry during the field view, but it was apparent that the channel is at least an intermittent channel. Permit Site #4 proposes a 24LF stream impact. 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 #14 authorizing construction activities associated with the NC 41 improvements. NCDOT will also comply with all conditions of the NCDENR DWQ 401 Water Quality Certification 3407. If you should have any questions, or, need additional information please contact James J. Rerko, PWS at (910) 437-0208. Sincerely ~~ ~ ~ 4~wS es J. erko, PWS Division 6 Environmental Officer A~rract-nv~vTs cc: Bxl~t wxErtiv (DWQ) 7 copies Ken Averitte (DWQ) 1 copy Crreg Burns, P.E. Office Use Only: Form Version March OS 20080151 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) L 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 Progam (NCEEP) is proposed for mitigation of impacts, attach the. acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. ff 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: ^ II. Applicant Information 1. Owner/Applicant Information Name: Greg Burns. P.E. / NCDOT /Acting Division Engineer Mailing Address: Boa 1150 Fayetteville, NC 28302 Telephone Number: 910-437-2611 Fax Number: 910-486-1959 E-mail Address: gburnsndot.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: Bog 1150 Fayetteville. NC 28302 Telephone Number: 910-437-0208 Fax Number: 910-486-1959 E-mail Address: iirerko(a,dot.state.nc.us Updated 11/1/2005 Page 1 of 8 III. Project Information Attach a vicinity map cleazly 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 cleazly 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: US 301-Robeson County Community College to SR 1766 (Rosier Rd 2. T.I.P. Project Number or State Project Number (NCDOT Only): R-5019 WBS#37984 3. Property Identification Number (Tax PIl~: 4. Location County: Robeson Nearest Town: Lumberton Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.):Travel south I-95 to exit 25. US 301. Turn right off ramp, project begins at the end of the existing three-lane section (Entrance to Robeson County Community College) 5. Site coordinates (For lineaz 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): Permit Site #1 34.6779° N 79.0120°W Permit Site #2 34.6896° N 79.0154° W Permit Site #3 34.6907° N 79.0150° W Permit Site #4 34.7135° N 79.0025° W 6. Property size (acres):. 18 acres 7. Name of nearest receiving body of water: UT to Saddletree Sw / UT to Ten Mile Sw 8. River Basin: Lumber .River (Note -this must be one of North Cazolina'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: US 301 is a 24 foot wide arterial roadway with a mix of commercial, residential and agricultrual uses Updated 11/1/2005 Page 2 of 8 10. Describe the overall project in detail, including the type of equipment to be used: NCDOT proposes to provide two foot caved shoulders and a center turn lane to reduce traffic hazards. The typical equipment necessary to complte the work consists of front end loaders. graders. trackhoes .dump trucks and eventually a paving machine. 11. Explain the purpose of the proposed work: To improve safety along the US 301 corridor 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 (DWOI reviewed the ro' ect 08/29/07 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 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. 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 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. Updated 11/1!2005 Page 3 of 8 1. Provide a written description of the proposed impacts:Permit Site #1 consists of lengthening the existing culvert 25.84 feet. Permit Sites #2 & #3 will lengthen the existing culverts 20LF and 16LF to accommodate a turn lane. Permit Site #4 will extend the existing culvert 24LF. 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 es/no Distance to Nearest Stream (linear feet) Area of Impact (acres) N/A Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property:0 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, multiply length X width, then divide by 43,560. Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact (indicate on ma) Before Im ct linear feet) (acres) Permit Site #1 UT to Saddletree Culvert Perennial 15 ft 25.84 0.008 Swamp Permit Site #2 UT tswa ddpetree Culvert Perennial 8 ft 20 0.004 ~ Permit Site #3 UT tswa ddpetree Culvert Perennial 8 ft 16 0.003 ~ Permit Site #4 UT to Ten Mile Culvert Intermittent Eft 24 0.003 Swamp Total Stream Impact (by length and acreage) 85.84 LF 0.018 Updated 11!1/2005 Page 4 of 8 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 (~ applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact indicate on ma) ocean, etc. acres) Total Open Water Impact (acres) N/A 6. List the cumulative impact to all Waters of the U. S. resulting from the project: Stream Im act acres : 0.018 Wetland Im act acres : N/A O en Water Im act acres : N/A Total Im act to Waters of the U. S. acres 0.018 Total Stream Im act (linear feet): 85.84 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. 8. Pond Creation N/A 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, imgation, 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 will be lengthened 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 is not required 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 a± http~//~~~_~ 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 ofNon-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 (federaUstate) 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. 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. Zone* Impact Multi her Requrred (cnnara fi atl h ~ ~..: ~~ _ 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 i. 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 1111/2005 Page 7 of 8 XI, 5tormwater (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 proiect and the NCDOT will utilize standard BMP's. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatmem methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A XIII. Violations (required by DWQ) 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. 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: XV. 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). ~~ 0 S 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 t - _ - . ~ ~ - •. ~ ~- _ .. . :... t -. ` / / ~ u , . ~_ ~ ~ - ~ r \ y tree - "'ri:. -' ~. ~ ; _.~ + „` I ~.. _. , ,. ~ . . ~ . .~ , ,_ ._ ~ ,, ~ _ -._ ~ \ , ~ \ \ Permit Site # 4 { ~ 'rsv • ~• '. ~ `-, 34.7135 N 79.0025 W -~ ~`~~ ~ % Cem. ~`-- fiiKh ::c ~ ;. ' ~ ~ ~ `~ ,"~ i ~ ~~ ~ ~ rtR _ ~ ~- T [wttG l9 ` ~ ~,~' / ~:~ , - ~ eft %io S ~~ l h f ~ 1 { ~ j r ~' ~ ~` • .~~ ~ a. . ' r' - ~~ ~ Cem`~ `i ~ aa ~ i ~ i ~~ ;\ ~ •Cem i ~ ~ y' ,'' X ~ w ue ;.r~ t, v ~ ~'r ~ - _ t + i -~ II - ' ' S~.. . y f - _ _- __ Su bste , ` ' - ~ ~1• ,,, ~ . ', Permit Site #3 ! •~ \ ~ ° • _ _ 34.6907 N 79.0150 i t j POtrf> . ~ ~ti • .-. 1f1P ~ ~ . " Permit Site #2 • ` ,a ~y ~ ~ ~ ~• . • , ~ 34.6896 N 79.0154 ~ ~ - i \ - ' .,. tnt _ ~~ _ ~ ~ I - ~ ~ ---~ I M 143 gc-. -._ a ~ y N ~ f Pwr't r;4Q~a, p el . f ~ ~• • • • • • .• ,,, ,` ."" ` • ~ ~ ig ~ ~~ Permit Site #1 ~ jy: ° , , . . '4,~ +~~ - , 34.6779 N 79.0120 1 i _ • • ,.- ,r + ,,,, .~ +b -as a,. -r If ~. ... -y~ _.- _....... ' ~` ~ -~ - M -- Gardens of Fait / , ' ~• ~ ~ , 7 ) i • ' y Il jj ` d S i C_ °f i ~r ` - . ~ • ~ • " ` ' . ~ - - • j : . ~ Pty ; ~ ,.. ~ •. ~ A • { ~ .~ ~'- ~ i a kew,>~y , -~ { __ . 8° W \ ' ~ ° ~ f t38 Name: NORTHWEST LUMBERTON Location: 034.6943157° N 079.0026777° W Date: 1/14/2008 Caption : US 301 Robeson County Scale: 1 inch equals 2000 feet State Project # 37984 Copvristht (C) 1998, Maptech, Inc v r s- ~~~ a" -• .M 1, -..,y ~- j~ ~ ~~ +~ •. , a.9i-* .o .ti ~~ ~'~ is 4',y Via.. ~~ +~* ~^ {~ ~ ~ rtf 4 i ~ ' q.- v r . r ~+; ~ s } t ~1R ~'4- N n ~' E % ., ~'.' ~ . ~ ~ ,.~ r 3. ~'a :.why - " '~^~'° +B a~ baa~ Tno-,~ `, ,r ':..,~ _~`~T4,,y~ ~= "-`' ~ 4. 3 a•.e yy. ~~ .. i 6 ..,,..~~ ''? .. 14 4 .: -. .u~' ,+ ~ - ._ ~~ ~ :.r+.a. ,5? ~. ~ ' ~` * f~ i v s+l~-... ., D ~~ ~dki ~,~~ ~ ~L:` ~ ~u~ 'T~ f.. .. L~~k~n~ ~pst~~am ..~. PQ~1771t ~~~ - ~~m U~~[~` Rob~o [~~ ~P9 F ~~ 'k t ~ ~ ~ ~ ~ ~ s ,p~ ~ } Permit bite #4 - Qownstream ~ Z;~3 ~.M t~S3J1Ro~C~ fl1~.1P9 LINE -LI- ELEV. 150.37 Z ~, ~, N W N 27 MATTIE BREWER DB 747 PG 620 EXISTING 52 LF 30" RCP EXTEND TO 76 LF 30" RCP INSTALL PIPE COLLAR 28+00.00 40.00,50.00 W00 152 VI (.~ ~1 N ~ lal ~ ~ ~ 148 ~ m m 144 140 50.00 \ r! GODS ~ ~ IY JJ J"7 JJ.U -' _ _ ...~ 14, CONC ----J~~ ~- ------- rv Fo--- ~---_ vc..F ~f N~145.49' v W..D .Ji I r-~ ~ ~J a ~ I LANDSCAPED ~ AREA 0 28+80.00 50.00, 40.00 28+50.00 REMOVE 40.00, 50.00 INSTALL PIPE COLLAR REMOVE - UNNAMED TRIBUTARY TO TEN MILE SWAMP 29 26 LESLIE HOWARD LESLIE HOWARD BLANKS, ETAL BLANKS DB 570 PG 786 DB 583 PG 693 50' 0' 50' ~~.I~N ~~~~ GRAPHIC SCALE ~-_I-_-_~____I____---I--~---_._J-_--~____.~-__~-.--~ 27+DO 28+00 29+00 28+68.00 ]~R®F~~,IE 30+00 TOTAL STREAM IMPACT = 24 LF CENTERLINE STA 28+68 -LI- ELEV. 150.37 HORIZONTAL SCALE I"=50' VERTICAL SCALE I'=10' -rti 100 50 0 50 ~~R~~~ ]~~$®F~1LE PLACE 8 TONS CLASS A RIP RAP - AND 21 SY OF FILTER FABRIC 152 148 144 140 100 PERMIT SITE 4 STAo 28+68 -LI NCB®~ DIVISION OF HIGHWAYS ROBESON COUNTY PROJECT: R-5019 US HIGHWAY 301 0913/01 LINE -L- ELEV. 141.92 DAVID T. STEPHENSON DEBRORAH STEPHENSON DB 1230 PG 488 on `~ ~~ / s 143 139 135 131 REMOVE EXISTING 44 LF 36" RCP REPLACE WITH 80 LF 48" RCP EPHEMERAL CHANNEL NO PERMIT REQUIRED CONSTRUCT CONCRETE ENDWALL -REMOVE T FO T T FOnI~ T T FO T ------- ------ ~-T ---------------------------------- T ---- _ _ - - - - - - - - - - - - - - - - - - - ~- ~~---_ CONC ------ --~ R UNNAMED TRIBUTARY TO SADDLETREE SWAMP DAVID T. STEPHENSON DEBRORAH STEPHENSON DB 1230 PG 488 50' 0' S0` GRAPHIC SCALE 60.00, 50.00 16 LF STREAM IMPACT CONSTRUCT CONCRETE ENDWAII FLAN VI~tiV 63+00 64+00 64+38.00 fl~I$®~ILL 143 139 135 131 CENTERLINE STA. 64+38 -L- ELEV. 141.92 STREAM IMPACT = 16 LF ~~ 100 50 0 50 ~~RIEANI ]~R®~IL~ TCH ACT 100 PERMIT SITE 3 STA" 64+38 -~ HORIZONTAL SCALE I°=50' VERTICAL SCALE I'=10' N~I~®~ DIVISION ®F HIGHWAYS ROBESON COUNTY PROJECT: R-5019 US HIGHWAY 301 09 ~ 13,E 07 65+00 oorw NORTH CAROLINA CANpBRg83SpG 480 INC. on i~ REMOVE EXISTING 60 LF 24" RCP REPLACE WITH 80 LF 42" RCP DAVID T. STEPHENSON ~ DEBRDB A230 TPGP 488SON 58 + 03.12 ~ 1 50.00 r. I 1 -------T G------ IIVV-IJ`t;2~Ci _ T _____ ~"- US 30125' BST REMOVE 24" CONC 3 ~' EXISTIN T -- o -- ~/+oo 58+00 58+16.00 I~I$®]FIL]E CENTERLINE STA. 58+16 -L- ELEV. !41.84 TV TV TV CITY OF LUMBERTON PUBLIC WORKS 12" AC 8" PVC EXISTING A/W ~NU-~ ~ __~~ _ _ _ _ _ _ _ _ _ EXISTING R/W_ 4~~ PE EN '------------------------------------------ -- G R r CONSTRUCT I CONCRETE I~I II r ENDWALL I;I II II UNN SADDLETREE SWAMP 20: LF STREAM IMPACT `~I ~ D r r O EL pBN~039 PGC3361TZ 50' 0' 50' GRAPHIC SCALE ALAN I VI]E~V DAVID T. STEPHENSON DEBRORAH STEPHENSON DB 1230 PG 488 145 141 137 DI 133 100 ~7C~$lE~~ ~~®~~L]E HORIZONTAL SCALE I'=50' VERTICAL SCALE I'=10' 59+00 60+01 STREAM IMPACT = 20 LF M IMPACT :H 100 PERMIT SITE 2 STAo 58+16 -L- NCB®~° DIVISION OF HIGHWAYS ROBESON COUNTY PROJECT; R-5019 US HIGHWAY 301 09/1307 LINE -L- ELEV. 141,84 145 141 137 133 50 0 50 i ' i I,II I 0 ~ ~i I~i~ HOME BUILDERS I I I SERVICE CORPORATION i' I I I ~I I DB 1902 PG 282 I I I ro ~ woo ~ I I I I~ B I Ds. l,c l I IoN< i D' I . I ~ cell I ~ I . I ~`z I I I Im m 13 + 36.92 / 70.00 II ~ I ~ I I I I I I 5 12+75.00 I I. J \ I 50.00, 70.00 WOODS. I q DS, IM 18,3 EXTEND EXISTING 6`xT I (~ ~e 8 CONCRETE BOX CULVERT 25.84 LF 5' I ~ S I FE EI 0 ~1~ =119 - ~~~ j i 30 5 6 / i ~ US 133 129 125 121 _~ ~ c RAW ~ ~ ~ ~ ~ ~ BOX / ~ / EXISSIN i ~ i ~ / / ~ f ~i~~ /~ n ~~ G / ~~i~ ~., ~ X EN E ~~ ~ / ~ , ~~ /~ / , y~ B / ~ ~\ ~ i ~~ ^ CONC ~~ ~ ~~ ~ ~' B ;i2Q~5~ Q~~. ~~ /~ 1 ~ ~ ~ _ _.,.~r.41W z ~ o~ m o `~ I 50' 0' 50` !~-rr^-~ ~1 1 9 E ~v SP1~~ E R~ E RIp1N ~R12+75.00 50,00, 70.00 MILAN VI]E~V 5~i F X~ ,~2~°~~~ \. \ •. \ WOODS \ \ \ \ . \ \ - ~ 13 ~ .00 70.00, 50.00 GARDEN'S OF FAITH CEMETERY DB 1154 PG 170 LINE -L- ELEV. 130.57 12+00 13+00 13+03.07 14+00 STREAM IMPACT = 25.84 LF CENTERLINE STA. 13+03.07 -L- ELEV.130.57 131 127 123 DITCH 119 100 HORIZONTAL SCALE I'=50' TE >ION 15+00 PERMIT SITE STAo 13+03007 -L- N~~®~ DIVISI®N OF HIGHWAYS ROBES®N C®UNTY PR®JECT: R~5019 US HIGHWAY 301 09/1307 50 0 50 100