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HomeMy WebLinkAbout20020083 Ver 1_Complete File_20020118J 020083 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, TIC 27415 GOVERNOR January 17, 2002 NC DENR Division of Water Quality 00 1650 Mail Service Center Raleigh, NC 27699 ATTN: Mr. John Hennessey Wetlands/401 Unit Dear Mr. Hennessey LYNDO TIPPETT SECRETARY SUBJECT: COURTESY COPY - WRITTEN AUTHORIZATION NOT REQUESTED Caswell County, Replacement of Bridge # 55 on Mountain Hill Road (SR 1527) across Glasby Branch. Please find a courtesy copy of a Pre-Construction Notification Application package submitted to the US Army Corps of Engineers in fulfillment of the "Notification" condition for Nationwide Permit # 33. If you have any questions or need any additional information, please contact Len Smith or Dennis Johnson at (336) 375-5589. Your time and assistance are appreciated. Sincerely, Lenwood E. Smith, II, PWS Division Seven Environmental Officer cc: Mrs. Jean Manuele, USACE Ms. Renee Gledhill-Earley, SHPO Mr. Dennis Johnson, NCDOT PHONE 336-334-3192 FAX 336-334-3637 G STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASL.EY 1584 YANCF•,YVILLE STREET, GREENSBORO, NC 27415 GOVERNOR January 17,2002 U.S. Army Corps of Engineers Regulatory Field Office 6508 Falls of the Neuse Road, Suite 105 Raleigh, North Carolina 27615 ATTN: Mrs. Jean Manuele NCDOT Coordinator Dear Mrs. Manuele: LYNDo TIPPETT SECRETARY SUBJECT: Caswell County, Replacement of Bridge # 55 on Mountain Hill Road (SR 1.527) across Glasby Branch. The North Carolina Department of Transportation (NCDOT) proposes to replace the existing structurally deficient 1@20'3 timber deck bridge identified as Bridge # 55 with a 1@20'-7" X 5'-3" Aluminum Box Culvert. The footings from the proposed culvert are being located within the same footprint as the bents of the bridge being replaced; therefore, no new fill will be placed in the Glasby Branch. Temporary impacts will result from the placement of ABC cofferdams or less intrusive dewatering devices on the streamside of the existing bridge bents to prevent bank collapse during the removal of the existing bridge bents and placement of the new culvert footings. The maximum length of each cofferdam is 50-feet giving a total temporary impact of 100 feet. Within 15 working days of the of the culvert placement all dewatering structures will be entirely removed. No mitigation is anticipated, as no new permanent fill will be placed in Glasby Branch. The project is not located in a High Quality Water. The project will not impact an Essential Fisheries Habitat. No Threatened or Endangered species were observed during field surveys conducted by Len Smith, Logan Williams, and Tim Savidge for species known to occur in Caswell County (See the attached Endangered Species Review Sheet for further information). Secondary impacts will be minimized by strict enforcement of Best Management Practices for Bridge Demolition Removal and Protection of Surface Waters, restrictions against the staging of equipment in or adjacent to waters of the US, and coordination with the Division Environmental Officer. PHONE 336-334-3192 FAX 336-334-3637 e f AA7[ y r? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 GOVERNOR LYNDO T[PPErr SECRETARY The NCDOT anticipates that the bridge replacement activity will be authorized under Nationwide Permit 3 and the dewatering operation will be authorized under NWP 33. This application is intended as a request for formal written authorization from the USACE to dewater the stream under NWP 33. Enclosed please find the project site map and the pre-construction notification form for the above referenced project. Construction is anticipated to begin in March and take four weeks to complete. If you have any questions or need any additional information, please contact Len Smith or Dennis Johnson at (336) 375-5589. Your time and assistance are appreciated. Sincerely, Lenwood E. Smith, Il, PWS Division Seven Environmental Officer cc: Mr. John Hennessey, NCDWQ Ms. Renee Gledhill-Earley, SHPO Mr. Dennis Johnson, NCDOT Pl IONE 336-334-3192 FAX 336-334-3637 ?a ye STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL. F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 GOVERNOR January 17, 2002 State I-Iistoric Preservation Officer Division of Archives History 4617 Mail Service Center Raleigh, NC 27699 CS-52-31-31 ATTN: Ms. Renee Gledhill-Earley Dear Mrs. Gledhill-Earley: LYNDo Tg'PE'rr SECRFTARY SUBJECT: Caswell County, Replacement of Bridge # 55 on Mountain Hill Road (SR 1527) across Glasby Branch Please find a Pre-Construction Notification Application package attached for you review. If you have any questions or need any additional information, please contact Len Smith at (336) 375-5589. Your time and assistance are appreciated. Sincerely, Lenwood E. Smith, II, PWS Division Seven Environmental Officer cc: Mrs. Jean Manuele, USACE Mr. John Hennessey, NCDWQ Mr. Dennis Johnson, NCDOT PHONE 336-334-3192 I'AX 336-334-3637 Office Use Only: 020 Form Version October 2001 083 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. I. Processing 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: 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:- Mr. J M Mills PE Division Engineer - Division 7 Mailing Address:- 1584 Yanceyville Street Greensboro, NC 27415 Telephone Number: (336 334-3192 Fax Number:- (336) 334-3673 E-mail Address: mmillsgdot.state.nc.us 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:- Mr. Lenwood E. Smith II PWS Company Affiliation:- NCDOT - Division 7 Mailing Address: _ 1584 Yanceyville Street Greensboro, NC 27415 Telephone Number: (336) 375-5589 Fax Number:- (336) 75-8376 E-mail Address: lesmith@dot.state.nc.us 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: Replacement of Bridge #55 - Caswell County 2. T.I.P. Project Number or State Project Number (NCDOT Only): 5 4852 (non-TIP) 3. Property Identification Number (Tax PIN): N/A 4. Location County: Caswell _ Nearest Town: Milton Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From Milton proceed north on NC-62 across the Dan River into Virginia Turn left after passing the boat ramn, onto River Bend Road. River Bend Road becomes Mountain Hill Top Road (SR 1527) in North Carolina Bridize 55 is located approximately 1.7 miles west of the intersection of SR1527 and SR 1529 (Hunt Road). 5. Site coordinates, if available (UTM or Lat/Long): 17 06 54 096 E 00 40.45 345 N (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: Forest and maintained right-of-way - 7. Property size (acres): 8. Nearest body of water (stream/river/sound/ocean/lake): Glasby Branch 9. River Basin: Roanoke River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at lltti)://li2o.enr_state.nc.tis/admiji/mats/.) Page 2 of 8 10.. Describe the purpose of the proposed work:^ Replace the existing 1 @20'3 timber deck brie identified as Bridge # 55 with 1 @ 20'-7" X 5'-3" Aluminum Box Culvert. Bridge .# 55 is being replaced due to structural deficiencies. 11. List the type of equipment to be used to construct the project: Crane and Road construction equipment 12. Describe the land use in the vicinity of this project: Forest. 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 bui.'fer 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. V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: N/A VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 3 of 8 1. Wetland Impacts Wetland Impact Site Number indicate on ma) Type of lmpact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** N/A * List each impact separately and identify temporary impacts. impacts meiude, nut are not mmneu to: mccnarutcu acaiing, 6iauulg, 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 (FFMA) 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 v. online at Irittr//Nv\NAv.fenta.-,o *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: N/A Total area of wetland impact proposed:- N/A _ 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) Bridge 55 Placement of a tempor ry structures 100 (tmp) Glasby Branch 12' Perennial * List each impact separately and identify temporary impacts. impacts include, out are not nmit to: curven5 anu as5uG1aicu r,t,-fat,, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilisation 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 USC'rS at 1-800-358-9616, or online at VdwW.uS,S.OV. Several internet sites also allow direct download and printing of USGS maps (e.g., ?yw iLtopozone.com, w?t??l?.nuiilC1t1C5t com, etc.). Cumulative impacts (linear distance in feet) to all streams on site 100-temporary. (tmp) running parallel to the bents being replaced Page 4 of 8 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. N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: nu, excavauon, 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. Impacts to waters are being minimized by replacing the existing bridge with an Aluminun Box Culvert with footings being located within the same footprint as the bents of the bridge being replaced No new permanent fill will be placed in the channel as a result of this project. Impacts will be furthered minimized by strict enforcement of Best Management Practices for Bridge Demolition Removal and Protection of Surface Waters restrictions against the staging of equipment in or adjacent to waters of the US and coordination with the Division Environmental Page 5 of 8 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 fimction 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 ht //h2o._enr_state. ne. us/ncwetlandshgrm ;ide.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. No mitigation is anticipated as no new permanent fill will be placed in the channel- In addition no Wetlands High Quality Waters Outstandinz Resource Waters or federally protected species occur in the project area Glasby Branch is designated as a Class C Water. 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 littp://li2o.ciir.statc.jic.us/Ni7ri)/iiidex.litiii. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): N/A - Page 6 of 8 Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A VIII. 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 ? IX. 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 )? 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 I N/A 3 2 N/A 1.5 Total N/A " Zone I extends out 30 tmt perpendicular trom near bank of cnannei; /,one z extenas an additional 20 feet from the edge of Zone 1. Page 7 of 8 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. X. 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. In accordance with the February 25, 1991 delegation agreement on copy of the Sediment and Erosion Control Plan will be sent to DENR-Division of Land Resources and NCDOT Roadside Environmental prior to construction. XI. 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. XII. 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 ? XIII. 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.) Page 8 of 8 '/ f-OY) V 1 R G I N I A Prldl ° 53 a ( 1 55 , 5291 k a 48 86 39 ;7 v y 15031 1527 Ste? N .r7rawa MILTO \ •i, Fl _ •? -? 1'% I1'G4n,,.oodoN .5 .1630 1 pp I 154 1503 1.0 17 /' ` © 1626; T R, C DN4'ILLE ^?) / n 1538) 57 .1 1:158 b Q V 1360 ! 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"J i. ? j 1 ?:?h V 1 yi. •?? rY `, O. ? ` -"i'` ??( 1 ? , - `q ? / \., ? \ _ ?' it 1. t l 1 I 1 A / C I a, ? ? ? ? \ t ? j I JCI .t \1 ? ? .Cem• /? r 5 All 0 ,r '1 , .•'. u4c rr ?i •.r 114 8387!'"'x` 1.31 /..- f ( 7iblu Zion Name: RINGGOLD Location: 036° 31'58.2" N 079° 17'24.8" W Date: 4/26/2001 Caption: Location for Bridges # 48 and # 5S Scale: 1 inch equals 2000 feet Maptech, Inc. ENDANGERED SPECIES REVIEW FOR DIVISION 7 DISTRICT 3 State Project # Bridge # SR Number Coun F--5.4852 55 1527 Caswell Caswell County nl (Plaurnhamn rnllinal - Roanoke Basin Habitat Survey Date Investigator(s) Man-hours Comments/Findings Yes 02/07/01 and Len Smith, Tim Savidge, 6.0 No mussel species observed. 06/08/01 Logan Williams _ Rockingham County +1. rnnofi_.ror (Arhi»nrpn lnpviaatal May he surveyed for from June to Sevtember Habitat Survey Date Investigator(s) Man-hours Comments/Findings N/A N/A N/A N/A - N/A 1o- c onin-nceA ( Plpflmhoma rnllina) -Roanoke Basin Habitat Survey Date Investigator(s) Man-hours Comments/Findin s N/A N/A N/A N/A N/A Potential Species (Listed in Nearby Counties) Schweinitz's sunflower (Helianthus schweinitzii)- Rockingham County - May be surveyed for from late A--+ +?a (ln+n},- Habitaty Survey Date Investigator(s) Man-hours Comments/Findings N/A N/A N/A N/A _ N/A Small anthered bittercress (Cardamine micranthera) - Rockingham and Caswell Counties (Roanoke Basin) NA- ho -r.zo-A fnr in Anril and Mav Habitat Survey Date Investigator(s) Man-hours Comments/Findings No 02/07/01 and Len Smith, Tim Savidge, 6.0 No Cardamine sp. observed. No 06/08/01 Logan Williams associates observed. C3eneral Notes/Comments: Z??' 06 f_ Division Environmental Officer D to NCDOT HAZARDOUS SPILL BASIN CHECKLIST Division:Seven County: Caswell Project ID: 5.4852 River Basin: Roanoke Bridge No: 55 Route: 1527 Stream: Glasby Branch Water Quality Criteria: Yes No Stream Crossing Blue Line On USGS F r ORW F F WSJ F F WS 11,111 OR IV, Crossing Within 0.5mi of W. S. Critical Area F Roadway Criteria: Route Designation- Yes No Arterial Urban Arterial Rural Additional Site Information: r r r r Yes No Is a Hazardous Spill Basin Required? r r Criteria Based Upon NCDOT "Best Management Practices for the Protection of Surface Waters" (March, 1997). ?'?^ as r• - ?. a View upstream # 55. E I -i i , k I I k i View of the Bridge # 55 - facing east. View of the Bridge # 55 substructure - facing upstream. i i ? a :--- --- - ---- --- t1tCJ-.-. -o__Is J-?. -- ?. _ $? 'UIAS 4-1---VER- E-ENW- R - ;MAD-. F j ?= THE 0f-A -REST EA N.C.D.O.T.. DIVISION OF HIGHWAYS toz CASWELL COUNTY ' 5 - m •-.?s„ T ' : ... 27 BRG.# 55 ON SR 1 TO OVER TRIB - . t DAM RIVER ? --s Ac c 4 SCALE: P= 50' HORIZ. 1"= l0' VERT . - SURVEY BY. LDC,BNSrRU. DRAWN BY: LDC I L2G DESIGN BY - , / . , CHECKED B C _ 92a170 '. Friday October 05 2001 BRG55.m PCMONA PIPE TAW-11-0? 21 B:614 r„ L d i Ii I 7 c = k ?N - x w C3 - h V FAX NO, 1:.19994026; P. D4 -t JRN-i1-02 "?'I 15„^ POI10N9 PIP': w FAX '10, 19M9402-"; P. ?3 r r y U? O ? t I- 69 In U x a cla a r t ^O r O o co a 2 V) a I °? 1 1 45 ?? J + V) n I = Q I ' O Q J Q W 2( o s' I ° U) CDy m z r ry (1.J v',jl J J I I N ti ? O 1 l LLJ ? W W a ?n m I ~ z V' I CD j r ^ I I ' I-- O O w a F- J I o Q 00 z I u, z o i:e o m a J W O ? 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