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HomeMy WebLinkAbout20120240 All Versions_Application_20130327STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR MEMORANDUM TO FROM: March 27, 2013 Ms. Karen E. Fussell, PE Division 3 Engineer Philip S. Harris, III, P.E., Section Head Natural Environment Section ANTHONY J. TATA SECRETARY Project Development and Environmental Analysis Unit SUBJECT: Cumberland, Sampson, Duplin Counties, NC 24 from 2.8 miles east of I-95 (Fayetteville) to I-40 (Warsaw); Federal Aid STPHNF-F-8-2(17); WBS Element 34416.1.1; TIP R-2303 A-F. Attached are the U.S. Army Corps of Engineers Section 404 Individual Permit, Section 404 permit modifications (2), the N.C. Division of Water Quality Section 401 Water Quality Certification, and the Section 401 permit modifications (2). Environmental permits have been received for construction of Sections A and B this project. A copy of this updated permit package will be posted on the NCDOT website at: http://www.ncdot. gov/doh/preconstruct/pe/neu/permit.html cc: Mr. Greg Burns, P.E., Division 6 Engineer Mr. Randy Garris, P.E., Contract Standards and Development Unit Mr. Majed Alghandour, P. E., Programming and TIP Mr. Jay Bennett, P.E., Roadway Design Unit Mr. Dewayne Sykes, P.E. Utilities Unit Mr. Art McMillan, P.E., Hydraulics Unit Mr. Greg Perfetti, P.E., Structure Design Unit Mr. Ron Hancock, P.E., State Roadway Construction Engineer Mr. Mike Robinson, P.E., State Bridge Construction Engineer Mr. Stoney Mathis, Division 3 Environmental Officer Mr. Jim Rerko, Division 6 Environmental Officer Mr. Rob Hanson, P.E., PDEA Ms. Leilani Paugh, NES Mr. Randy Griffin, P.E., NES Ms. Beth Harmon, EEP Mr. Phillip Ayscue, Office of Inspector General Mr. Clarence Coleman, P.E., FHWA MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER Rn�ei�H NC 27699-1598 TELEPHON E: 919-707-6100 FAX: 919-212-5785 WEBSITE: WWW.NCDOT.ORG LOCATION: 1020 BIRCH RIDGE DRIVE Rn�eicH NC 27610-4328 PROJECT COMMITMENTS TIP Proj ect No. R-23 03 NC 24 from 2.8 Miles East of I-95 in Fayetteville to I-40 at Warsaw. Cumberland, Sampson, and Duplin Counties Federal Aid No. STPNHF-F-8-2(17) WB S Proj ect No . 3 4416 COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN PDEA Unit, Roadwa_y Desi�n Unit, Divisions 3 and 6 Construction Archaeological Resources (Sites 31 SP331, 31DP226). Site 31 SP331 is located in Segment D3B south of Bonnetsville (Selected), and Site 31 DP226 is located in �egment FS (Selected). Since the Selected Alternative will have an adverse effect upon �hese archaeological sites and preservation in place is not possible, NCD�T will develop a Data Recovery Plan (DRP) in consultation with the North Carolina State Historic Preservation Office (HPO). The DRP will be implemented in accordance with the Memorandum of Agreement signed by FHWA and the HP� on August 27, 2010. This commitment is �elated to Sections D and F of the project. All of the parcels associated tivith Site 315�331 in Section D have been acquired. The Data Recovery Plan for Site 31 SP331 is being prepared and will be implemented afte� app�oval of the plan by the State Histo�ic Preservation Office. The data �ecove�y field wo�k will be completed pr�ior to the July 2013 Const�uction Let. It should also be noted that Section F is cu��ently unfunded, and that the Data Recovery Plan fo� Site 31 DP226 will not be prepa�ed and implemented until �ight of way is acquired fo� the pa�cels associated with this �esou�ce. PDEA Unit, Roadwav Desi�n Unit, Roadside Environmental Unit, Divisions 3 and 6 Construction Maxwell House. Widening will be away from house (i.e., to south). NCDOT will develop a landscaping plan along the new road (to be reviewed by the North Carolina State Historic Preservation Office). This site is located near segment A2 (Selected). This commitment is related to Section A of the p�oject. The NCDOT Roadside Envi�onmental Unit p�epared and submitted a Landscaping Plan to the No�th Carolina State Histo�ic P�ese�vation Office fo� r�eview and comment. In their� August �, 2012 lette�, the Histo�ic Pr�eservation Office stated that eithe�° of the options for landscaping in front of the histo�ic Maxwell I�ouse p�ovides buffering and meets the eommitment made by NCD07; and, ther�ebys avoids an adverse effect upon this historic p�operty. PDEA Unit, Roadside Environmental Unit, Divisions 3 and 6 Construction Proposed borrow sites designated by the contractor will be species of Japanese knotweed (Reynout�ia japonica). EPA locations of the Japanese knotweed colonies in the proj ect areae R-23 03 Proj ect Commitments March 2013 investigated and tested for invasive plant should be �onsulted concerning known Page 1 of 4 GeoEnvironmental Section, Divisions 3 and 6 Construction The GeoEnvironmental Section has r�emoved all known underground fuel tanks from the project limits of R-23038. Residual concentrations of pet�oleum-contaminated soil and g�oundwate�° may be encounte�ed du�ing const�uction. A p�oject special provision will be included with the let package to instr�uct the Contractor in the event contamination is encounte�ed. The areas of known soil contamination will be shown on the plans. COMMITMENTS FR4M PER:MITTING Division 3 Construction No construction activities that impact any wetlands, streams, or surface waters located in R-23 03 Section(s) C through F shall begin until after the permittee applies for, and receives written modiiications from the US Army Corps of Engineers and the from the NC Division of Water Quality. Pipes and culverts used exclusively to maintain equilibrium in wetlands, where aquatic life passage is not a concern, shall not be buried. These pipes shall be installed at natural ground elevation. PDEA — Human Environment Section, Division 3 Construction NCDOT shall abide by all stipulations identified in the Memorandum of Agreement between the Federal Highway Administration and the North Carolina State Historic Preservation Of� ce, concurred by NCDOT and executed August 27, 2010 (copy attached). Division 3 Construction, Roadside Environmental Unit At locations where ponds will be drained, proper measures will be taken to drain the pond with limited impact to upstream and downstream channel stability as well as to native aquatic species. Proper measures will be taken to avoid sediment release and/or sediment accumulation downstream as a result of pond draining. If typical pond draining techniques will create significant disturbance to native aquatic species, additional measures such as collection and relocation may be necessary to prevent a significant fish kill. NCDOT shall consult with NC Wildlife Resources staff to determine if there are any sensitive species, and the most appropriate measures to limit impacts to these sp�cies. The permittee shall observe any natural channel reestablishment, or utilize natural channel construction techniques, to ensure that the jurisdictional stream channel above and below the drained pond remain stable, and that no additional impacts occur within the natural stream channel as a result of draining the pond. All channel relocations will be constructed in a dry work area and stabilized before stream flows are diverted. Channel relocations will be completed and stabilized, and must be approved on site by NCDWQ staff, prior to diverting water into the new channel. Whenever possible, channel relocations shall be allowed to stabilize for an entire growing season. Vegetation used for bank stabilization shall be limited to native woody species, and should include establishment of a 3 0 foot wide wooded and an adj acent 20 foot wide vegetated buffer on both sides of the relocated channel to the maximum extent practical. All stream banks shall be matted with coir fiber matting. Also, rip-rap may be allowed if it is necessary to maintain the physical integrity of the stream, but the applicant must provide written justification and any calculations used to determine the extent of rip-rap coverage requested. Once the stream has been turned into the new channel, it may be necessary to relocate stranded fish to the new channel to prevent fish kills. R-23 03 Proj ect Commitments March 2013 Page 2 of 4 For streams being impacted due to site dewatering activities, the site shall be graded to its preconstruction contours and re-vegetated with appropriate native species. The following commitments apply to R-2303 A PDEA — Natural Environment Section Wetland/stream mitigation for Section A: • 2.46 acres of riparian impacts will be mitigated by debiting Privateer Farms mitigation site 7.3 8 acres. • 5.22 acres of non-riparian impacts will be mitigated through EEP at 2:1, resulting in a 10.44 acre debit. • 531 linear feet of streanl impacts will be mitigated by 294 linear feet of stream relocation (Site #S) and the remaining 23 7 linear feet will be mitigated at 2:1 from EEP, resulting in a 474 linear feet debit. PDEA — Human Environment Section, Division 6 Construction, Roadside Environmental Unit NCDOT shall comply with its commitments regarding the following historic property: the Maxwell House (CD 0133). Specifically, NCDOT shall implement the landscaping plan approved by the North Carolina State Historic Preservation Officer, reference the July 27, 2012 NCDOT correspondence to the Deputy State Historic Preservation Officer (copy attached). The following commitments apply to R-2303 B Division 3 Construction Native material shall be placed inside of the reinforced concrete box culverts at Permit Site 21 to provide a natural streambed in the low flow channel and floodplain benches between the sills in the overfloW barrels. If possible, the material placed inside of the culvert should be the same native material that is excavated from the streambed and/or floodplain during the construction of these structures. Rip rap is not permissible in the low flow channel; however it may be used to supplement the natural material in the overflow barrels. PDEA — Natural Environment Section, Roadside Environmental Unit The . Permittee shall fully implement the compensatory mitigation plan (Section B only), entitled Mitigation Plan, dated February 22, 2013 for the unavoidable impacts to 5.76 acres of wetlands. Activities prescribed by this plan shall be initiated prior to, or concurrently with, commencement of any construction activities within jurisdictional areas authorized by this permit� The permittee shall re- establish, enhance, and preserve 5.13 acres of �vetlands in accordance with the plan, with the following . con itlons � A) Any changes or modifications to your mitigation plan shall be approved by the Corps. R-23 03 Proj ect Commitments March 2013 Page 3 of 4 B) All mitigation areas shall be monitored for a minimum of 5 years or until deemed successful by the Corps in accordance with the monitoring requirements included in the mitigation plan. For the forested wetland restoration mitigation sites B-1 and B-2, the permittee shall plant 680 stems/acre. Vegetation success shall be measured by survivability over a 5-year monitoring period. Survivability will be based on 320 stems/acre after three (3) years and 260 stems after five (5) years. A survey of vegetation during the growing season shall be conducted annually over the five-year monitoring period and submitted to the NCDWQ and USACE. If the surviving vegetation densities are below the required thresholds after the five-year monitoring period, the site may still be declared successful at the discretion of and with written approval from the NCDWQ and USACEo For the wetland mitigation sites located from B-1 ar�d B-2, hydrologic success of the sites will be attained by restoration of a hydrologic regime that results in inundation or saturation of the soils within 12 inches of the ground surface for at least 12.5 percent of the growing season. The hydrologic monitoring shall persist for a total of five (5) years. At the end of the monitoring period, NCDWQ and USACE will review the monitoring results for the mitigation site. Based on the results of the monitoring, NCDWQ and USACE will determine if the mitigation site is successful or if additional maintenance and monitoring is necessary to demonstrate site success. PDEA — Natural Environment Section Wetland/stream mitigation for Section B: • 4. 5 8 acres of riparian impacts will be mitigated through on-site mitigation of 5.31 acres of riparian mitigation comprised of restoration, enhancement, and preservation. • 1.18 acres of non-riparian impacts will be mitigated through EEP at 2:1, resulting in a 2.3 6 acre debit. • 296 linear feet of stream impacts will be mitigated at 2:1 from EEP, resulting in a 592 linear feet debit. R-23 03 Proj ect Commitments March 2013 Page 4 of 4 /�'�r** * * * ** �i f1. � � � � � � � * =''��l ~� l_:���=1 Vl �� %ii��i I i.�••� ��l lrJ _ �� �i, .., � - � �;,v�;N , ,� _ .i �� '� � � li e- if � _ , -�'� 1L j��, �— .. �Q� • � � `'STATES OF � � • • Regulatory Division DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 December 12, 2012 �+,�r.y.:� �..ra_ .e:-• � '.�' � ...i � ..��:.:"ti,, . � : r f �>i �.+� ;�,�s °2 � �� � ¢, � °�?a'�� �,�� �+". � fi x � b �S�"s �.,v�� v`��,;�?a "� r�' �� ?� �°�s'� Y � �� e ...; � ��� �.� ���� � � � �� n �� �=������A��.�� ��� ����������� :{ � 1 @ �d $'Cv# s j' E -� � r�' � ��f � �1 4 �i ,y- � 4 :" � ' �: ; '� � S c *� i ,` f �0 ��i �i ? � 3 i jY 0'"+i ^z, yt3 xr i��, q �S �l�:t�� i?i� � �.j � Y ����9�"��Q ��. `� '���'� s , � < <�o .. �zf 3s��� , � , � ,f. � r . ..___,..c.cc.� �a.�.v � �s:,�:.,:ce�n� '--��:�; . �:.:.,:. wNc:t ..a�...-x :�� a .. �, . .:. ... , ;: Action ID No. SAW-1992-0323 7; TIP Proj ect No. R-23 03 Cumberland, Sampson, and Duplin Counties, North Carolina Dr. Gregory J. Thorpe, Ph.D. North Carolina Department of Transportation Proj ect Development and Environmental Analysis 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Dr. Thorpe: In accordance with your complete vvritten request of August 1, 2012 and the ensuing administrative record, enclosed is one copy of a Department of the Army permit to directly discharge fill material into waters and wetlands adj acent to various Creeks, and their tributaries in order to construct Section A of TIP# R-2303 (Hwy 24), Cumberland County, North Carolina. Section A improvements begins 2.8 miles east of I-95 (west of SR 1006) and ends at SR 1853 (John Nunnery Road) and totals 6.8 miles. . Any deviation in the authorized work will likely require modification Qf this permit. If a change in the authorized work is necessary, you should promptly submit revised plans to the - Corps showing the proposed changes. You may not undertake the proposed changes until the Corps notifies you that your permit has been modified. Carefully read your permit. The general and special conditions are important. Your failure to comply with these conditions could result in a violation of Federal law. Certa�n significant general conditions require that: a. You must complete construction before December 31, 2017. b. You must notify this offic� in advance as to when you intend to commence and complete work. c. You must allow representatives from this office to make periodic visits to your worksite as deemed necessary to assure compliance with permit plans and conditions. -2- You should address all questions regarding this authorization to Mr. Brad Shaver in the Wilmington Regulatory Field Office, telephone number (910) 251-4611. Sincerely, Steven A. Baker Colonel, U. S. Army District Commander Enclosures Copies Furnished (with enclosures): Chief, Source Data Unit NOAA/National Ocean Service 1315 East-West Highway, Room 3 716 Silver Spring, Maryland 20910-3282 Copies Furnished (with Special Conditions and plans): �J.S. Fish ar�d Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Caroliria 276� 6-3 726 Mr. Ron S echler National Marine Fisheries Service Pivers Island Beaufort, North Carolina 28516 Ms. Jennifer D�rby, Chief Wetlands Protection Section — Region IV Water Management Division U. S. Environmental Protection Agency 61 Forsyth Street, S W Atlanta, Georgia 3 03 03 -8931 Mr. Jeffrey Garnett Wetlands and Marine Regulatory Section Water Protection Division — Region IV U. S. Environmental Protection Agency 61 Forsyth Street, S W Atlanta, Georgia 3 03 03 - 8 931 1VIr. Doug Huggett Division of Coastal Management North Carolina Department of Environment and Natural Resources 400 Commerce Avenue Morehead City, North Carolina 28557 Mr. Pace Wilber National Marine Fisheries Service 2191 Fort Johnson Road Charleston, South Carolina 29412-9110 2 :f �,l�� .� c. wS P' n7 �.; .i .� J � � � . _I�f r J� ifl i� ��� lO �t�1G F� ..tp'}yb //���� ������Y/�� �ts #����y s�dt }� � � j'� . �� , ' `��� �t�� � u n ';,• � , : � --�� �°1R,:_.,_ �,�-� .. . . . � . � .'�+ � ������ _'..._ _ -.�__-.......n:-uc" DEPARTMENT OF THE ARMY PERMIT Permittee: North Carolina Department of Transportation (NCDOT) Permit No.: SAW-1992-03237 ' ��� .'. Issuing Office: CESAW-RG-L NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: Wideriing, new location segments, and other improvements to the existing NC 24 roadway from 2.8 miles east of I-95 to I-40 to create a four-lane divided facility. Project Location: 2.8 miles eastward of Interstate 95 (I-95) in Cumberland County and progresses with both on location improvements and bypass improvements eastward through Sampson County until Interstate 40 (I-40) in Duplin County. The proj ect can be generally located at Latitude 3 5.0024 N and Longitude -78.6549 W. The proj ect area crosses South River, Big Swamp, Little Coharie Creek, Bearskin Swamp, Great Coharie Creek, Six Runs Creek, and their tributaries. General Conditions: 1. The time limit for completing the work authorized ends on December 31, 2017 If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. � 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certi�cation has been issued for your project, you must comply with the conditions specifiec� in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit, Special Conditions: , SEE ATTACHED SPECIAL CONDITIONS Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: Q Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344). O Sect�on 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this aut�orization. a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. � b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf . of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims assoc�ated with any future modi�cation, suspension, or revocation of this permit. 2 4. Reliance on Applicant's Data: The determination of this of�ce that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (See 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order req�uiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit, Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. . - th Ph C � r � �� (PER T E North Carolina Department o ran portation (NCDOT) �� v 2� � �� (DATE) This permit becomes effective a;�hen the Federal official, designated to act for the Secretary of the Army, has signed belo . i � . �,.�, �. �. �� �.� `�� 1 � (DIS CT ENGI EER) STEVEN A. AKER (DATE) Colonel, U.S. Army i�T District Commander 3 `-2 When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE) 4 (DATE) *U.S. GOVERNMENT PRINTING OFFICE: 1986 - 717-425 SPECIAL CONDITIONS (Action ID SAW 1992-03237) In accordance with 33 U.S.C. 1341(d), all conditions of the North Carolina Division of Water Quality 401 Water Quality Certification #3942 is incorporated as part of the Departn�ent of the Army permit. 1. Phased Permit This pennit only authorizes work on Section A of TIP R-2303. Construction on Sections B-F of TIP R-2303 shall not commence until final design has been completed for those sections, the permittee has minimized impacts to waters and wetlands to the maximum extent practicable, any modifications to the plans, and a compensatory mitigation plan, have been approved by the US Arnry Corps of Engineers (the Corps). 2. Plans A. The permittee will ensure that the construction design plans for this project do not deviate from the permit plans attached to this authorization. Written verification shall be provided that the final construction drawings comply with the attached pennit drawings prior to any active construc�ion in waters of the United States, including wetlands. Any deviation in the construction design plans will be brought to the attention of the Corps of Engineers, Wilmington Regulatory Field Office prior to any active construction in waters or wetlands. B. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this r,r..;P�t .x�;th a rnr�v nf thic r�armit A rnr�v nf thic nPrmit inclnriina all crn��itinnc cha�� }�P. r..,�.,.,� ...�.. u .,.,t,y .,� �...� r.,....... � _ ,,.,r� .,� ....., r ......... ......�w---b �-- .,..•------�----� -------- --- available at the project site during construction and maintenance of this project. 3. Pre Consh-uction Meeting The pei-mittee shall schedule and attend a preconstruction meeting between its representatives, the coiltractors representatives, and the Corps of Engineers, Wilmington Field Office, NCDOT Regulatory Project Manager, prior to any work within jurisdictional waters and wetlands to ensure that there is a mutual understanding of all the ierms and conditions contained with tl�is Department of Army Permit. The permittee shall provide the USACE, Wilmington Field Uffice, NCDOT Project Manager, with a copy of the final penmit plans at Ieast two weeks prioi- to the preconstruction meeting along with a description of any changes that have been made to the project's design, construction methodc�logy or consiruction timefi-aine. The permittee sl�all schedule the preconstruction meeting fot- a time fi-ame whei7 the USACE, NCDCM, and NCDWQ Project Managers can attend. The permittee shall invite the Corps, NCDCM, and NCDWQ Project Managers a miniinum of thirty (30) days in advance of the scheduled meeting in ordee to provide those individuals with ample opportunity to schedules and participate in the required meeting. 4. Culverts A. Unless otherwise requested in the applicant's application and depicted on the approved work plans, culverts greater than 48 inches in diameter will be buried at least one foot below the bed of the stream. Culverts 48 inches in diameter and less shall be buried or placed on the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall be made to maintain existing channel slope. The bottom of the culvert must be placed at a depth below the natural stream bottom to provide for passage during drought or low flow conditions. Destabilizing the channel and head cutting upstream should be considered in the placement of the culvert. The excavation required, typically noted as temporary stream impact, should be restored to its original elevation at the completion of the culvert installation. B. Measures will be included in the construction/installation that will promote the safe passage of fish and other aquatic organisms. The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed opening should be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. Spring flow should be determined from gauge data, if available. Ii� the absence of such data, bankfull flow can be used as a comparable level. C. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair iiorir�al flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands. Culverts placed across wetland tills purely for the purposes of equalizing surface water do not have to be buried. 5. Sedi�ment Erosion Control A. During the clearing phase of the project, heavy equipinent must not be operated in surface waters or stream chamiels. Temporary stream crossings will be used to access the opposite sides of stream channels. All temporary divetsion channels and stream crossiiigs will be constructed of non-erodible n7aterials. Gnibbing of riparian vegeiation wil] not occur until immediately before construction begins on a given segment of sir�ain ch�nn�l_ B. No fill or excavation impacts for the purposes of sedimentation and erosion cont�rol shall occur within jurisdictional waters, including wetlands, wiless the impacts ai-e included on the plan drawiiigs and specitically authorized by ihis permiC. This permit does not authorize temporary p(acement or double handling of excavated or fill material within waters or wetlands outside the permitted area. C. The permittee shall i-emove all sediment and erosion control n7easures placed in wetlands or waters, and shall restore natural grades on those areas, prior to project completion. D. The permittee shall Llse appropriate sediment and erosion colltrol practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" to assure compliance with the appropriate turbidity water quality standard. Erosion and sediment control practices must be in full compliancP witl� a11 specifications governing the proper design; installation and operation and maintenance of such Best Manageinent Practices in order to assure compliance with the appropriate turbidity water quality standards. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Caroliila General Statutes Chapter 113A Article 4). Adequate sedimentation and erosion control measures must be implemented prior to any ground disturbing activities to minimize impacts to downstreanl aquatic resources. These measures must be inspected and maintained regularly, especially followii�g rainfall events. All fill material must be adequately stabilized at the earliest practicable date to prevent sediment from entering into adjacent waters or wetlands. E. The permittee shall install barrier fencing around all wetlands that are not �o be disturbed to make them readily visible and prevent construction equipment from inadvertently entering or disturbing these areas. 6. Temporary Fills Temporary fills must be renloved in their entirety and the affected areas returned to pre- .,�,...,.4;,... ,.1,..,.,ti,.,.� Tl.,� .,�'� ..4,.,-1 n4 l�o o4ntorl r�r�o4A C,vii��iu���vii aicva�i�ii�. 1 u�, aii��,��.0 aiC�� iiiu�� v� i�,V����awu, uu uYl.ivy.,u�v. 7. Borrow and Waste A. To eilsure that all borrow and waste activities occur on high ground and do not result in the degradation of adjacent wetlands and streams, except as authorized by this penllit, the permittee shall require its contractors and/or agents to identify all areas to be used to borrow material, or to dispose of dredged, fill, or waste material. The permittee shall provide the USACE with appropriate maps indicating the locations of proposed borrow or waste sites as soon as the permittee has that information. The permittee will coordinate with the USACE before approving any bo�-row or waste sites that are witllin 400 feet of any streams or wetlands. The evaluation of impacts to jurisdictional resoul-ces (waters and wetlands) associated with borrow/waste sites should include any haul roads or other access points. 8. Mitigation �. Tlle pernlit�ec, NCDOT, is the party responsible for the implementation and performance and long term management of the compensatory mitigation project. B. The permittee shall maintain the entire mitigation site in its natural condition, as altered by the work in the mitigation plan, in perpetuity. Prohibited activities within the mitigatioi� site specifically include, but are not limited to: Filling; grading; excavating; earth movement of any kind; construction of roads, walkways, buildings, signs, or any other structure; any activity that may alter the drainage patterns on the property; the destruction, cutting, removal, mowing, or other alteration of vegetation on the property; disposal or storage of any garbage, trash, debris or other waste material; graze or water animals, ar use for any agricultural or horticult�lral purpose; or any other activity which will result in the property being adversely impacted or destroyed, except as specifically authorized by this permit. C. The permittee shall not sell or otherwise convey any interest in the mitigation property used to satisfy the mitigation requirements for this permit to any third party, without written approval from the Wilnzington District Corps of Engineers. D. The perinittee shall contact the Corps of Engineers, Wilmington Regulatory Field Office NCDOT Regulatory Project Manager for the project, to provide that individual with the opportunity to attend the annual mitigation monitoring efforts. E. Iu order to compensate for impacts associated with this permit, n�itigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. ** Note, breakdown of impacts to required mitigation for Section A: - 2.46 acres of riparian impacts will be mitigated by debiting Privateer Farms mitigation site at 3:1, resulting in a 7.38 acre debit - 5.22 acres of non-riparian impacts will be mitigated through EEP at 2:1, resulting in a 10.44 acre debit - 572 linear feet of stream impact minus 41 linear feet of stream bank stabilization which will not require compensatory mitigation leaves 531 linear feet subject to mitigation. 294 linear feet of stream relocation (Site #8) will serve as on-site mitigation with the remaining balailce of 237 linear feet of i�npact mitigated at 2:1 from EEP, resulting in a 474 linear feet debit. F. Prior to the introduciion of stream flow, the restored channel will be allowed to stabilize for one growing season or until such time as the permittee can demonstrate to the Corps satisfaction that the channel has adequately stabilized. G. The NCDOT should continue to pursue and investigate on-site mi�igation opportunities as plans are finalized for Sections � and F of TIP R-2303. 9. Cultural Resources A. NCDOT shall abide by all stipulations identified in the Memorandum of A�eement between tlle Federal Highway Adminisiration and tl�e North Carolina State Histo►-ic Preservation Officer, concurred by NCDOT and executed August 27, 2010, copy attached. B. NCDOT shall comply with its commitments regarding the following historic property: the Maxwell House (CD 0133). Specifically, NCDOT shall implement the landscaping plan approved by the North Carolina State Histaric Preservation Officer, reference the July 27, 2012 NCDOT correspondence to the Deputy State Historic Preservation Officer, copy attached. 10. Enforcement A. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the water ar wetland to its pre-project condition. B. Violations of these conditions or violations of Section 404 of the Clean Water Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violatioiz. C. If the permittee discovers any previously unknown historic or archaeological sites wllile accomplishing the authorized work, he shall immediately stop work and notify the Wilnungton District Con�mander who will initiate the required State/Federal coordination. 11. Jurisdiction Note The project has been field reviewed but only Section A to date has been processed through as a final Jurisdictional Determination. Section A appeals information was forwarded to property owners whose land contained waters of the U.S. within the approved corridor. The Notification of Appeal letter was dated August 16, 2012 and the affected parties were given 60 days to appeal any jurisdictional determinations. No appeals were received within the 60 days timeframe. Sections B-F are currently viewed as a Preliminary Jurisdictional Determination. REPLY TO ATTENTION OF: Regulatory Division DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 Action ID No. SAW-1992-03237 Dr. Gregory J. Thorpe, Ph.D. March 22, 2013 Environmental Management Director, PDEA North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Dr. Thorpe: ��������� M�R ��" 20i3 DlYi''I!?P! f)� ��;�i;!1l4Y,�i ��� fr 1 � �.� : ; �: � � ��.-�i°�i'� �� _ [ir ` , ` Reference the Department of the Army (DA) permit issued on December 12, 2012, for the discharge of fill material into waters and wetlands adjacent to various Creeks, and their tributaries in order to construct Section A of TIP# R-2303 (NC 24), Cumberland County, North Carolina. Reference is also made to your Seetion A permit modification request dated March 13, 2013 with revision to work plan drawings dated March 18, 2013. This information was submitted to request authorization to complete utility installation which will result in hand clearing within jurisdictional areas. Speciiically, the request is to impact an additional 0.19 acre of wetland that will be cut and maintained in a different vegetative state under overhead power lines. I have determined that the proposed project modiiications described above are not contrary to the public interest and consistent with the 404 (B)(1) and therefore, the DA permit is hereby modified. This modification approval will be utilized for future compliance of the project. If you have questions, please contact Brad Shaver of the Wilmington Regulatory Field Office, at telephone (910) 251-4611. Sincerely, � � Steven A. Baker Colonel, U. S. 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' : . • 2 .,.''�' .t..�•:... :.�: > . ,:�. ..e�.t, ,�-��. � ���- • :� �v ,..i..� m,t.. . , ... ?:�C,;:�. } .` f : .. .. ...: .. . .. .. „ . .:. . ,., •, .. . j BEVERLY EAVES PE��►E GOVERN�R �s�w � ��� � � � i � � _ �71; fi �i �� Q1MM STATE aF NOR.TH CAR(3LII�A DEPART`��1�J�' OF �PORTAT�ON' July 27, 2012 R.axnona Ba�-tos �eputy State I�istaric Preservation afficer North �arolina Departxnent of Cultural Resources 4617 Nlail Service Center EvGE�tE A. CONTI, JR. SECRETARY �Zaleigh, North Carolina 27699-4� 17 Dear 1VIs, Bartos: RE: R-2303A, Cumberland and Sampson Counties, Widen NC 24/27 at the Maxwell House (CD 0133}, 'VV�BS# 3441b, Federal Aid# STPNHF-F-8-2(17) The North Caro��na Departn�ent af Transportation (N�DOfi) is concluding pla.n.ning studies for the abo�e-referenced proj ect. Please find attached one (1) set of the landscape design plans �ar the Max�vell House (National Register-listed property). T'hese plans were developed to me�t the conditions of the finding of no adverse effect as discussed during the effects assessment zxa:eeting in January 1999. Please review the plans and provide any comm�r�ts to zne by August 31, 2012. Thank you for your consideration and cooperatione If you have an� questians concerning the accompanying information please feel free to eontact me at mfurr o,ncdat.gov or 919- 707-6068. Sincerely, Mary Pope urr Histor�c Architecture Section Attachment Cc: Mark Pierce, P_E., Project Engineer, PI)EA MQIUNG ADDRESS: YE�EPHONE: 919-707-fi0d0 NC DEPARTMENT OF TRANSPORTATiON FAX: 919-212-5785 HUMAN ENVIRONM�NT SEGTION .1598 MAIL SERVICE CENTER WEBStTF: V1NVW.NCD�7_ORG RALEIGH NC, 27699-1598 LOCATION : PROJECT QEVELOPMENT & ENVIRONMENTALANALYSIS BRANCH - CENTURY CENTER BUILDING B i020 BIRCH RICGE QRIVE Ra�.EiGH NC, 27610 ��. .;�:� �� .0 r+ ` r y � �^�. 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' ' _ ;' � ' ::��e��::tw���►e, �C� �,:. �:����rc a.rL:;i���.�r�t ��s��:r��Qs ���.�on Ci�� �t�►'iSIOtI .�CCT1ItIISii �.CCi, QC �ti►�: �'�,���{ 1`����C�1 � 11 I �� t ��i � ..:^ cese:���tive, S �i.P C� - . � , 1 e -� � � , � � � :r . � � r► .--. .� � r � y � , e•� • � j • r+ � �� r� /'� � ►� ` � _�. . _ .:�:� L �� e:-� .-� ci .T `� ��i�;l� � � �- �� � � Z' �.. .� rZ.- Z��L�� C a cz n��r . � �.v�b�. r j ���� � ��� � � � `� �;-�pe::i�s �Nit� in �re� ar' c�otezti�I ��e�` zor whic:z the:� is r�o �.�'ec�. Incfic�ze i� pro�e:-�-r ;s �ationa.� ,�Z�Viste�-►is�es ��� or dete.-nzine� eiigioie �E je r l� �.- V l � �.. � C_�1D � �� � • b • • �c�, � �� � �� ��� �� � �i�� ��� � e- rr '� ��i ^ fsr • 1�' • " � � PA G1f"A/�• �'+ T 1 " �, ooe. �Tes wit:�in ar`.� or �ct...�tla1 e._�. ��r wn.cZ �ne. � ts an �.�....�. zr.atc3te pr�fl�.�v s��.t�� !�'� ` °o��"�'+' ��car-.. C�r ��E � �r�d a`�`. �oz �......�. � ,� � � �� �� � � '� � � � � � � ���� � �... �— ��-- � c c -� �; �_3 �.c��` � � � c� � � 1 �. -C.-1' 1 � � �� � ' ___. �� , � � j ' ' _' _ � �. � �r'�:� � c. v�l � � _.; � � �z�son�;} ��7,r ��'��� is �ot ��ve:s� �ir �c��ic��i�}. �/ � � � j� �('� l`'�'� t -� ; 1 ��/'Y"1 � 1V ' r1 � � � r' `����� t t � � � �'v � ' j ��" �-' . Q C�.� D r • r0� . , .� ��� � L� � I � ' `� -� {� G�.— � � ,t�.r� � r-�V i �.c..,�.; �..t�.. C1�.� . +� � . �� . ....� � -1 . �, .— � C_.aD� ; � � � �� � �� • �1 � e � ��� ` �� � � � , �,� � � ��Q� �r�� r_ • ' '+ •- ��� o / ' �� .'� / • - � �- �' `�` ` 5 r�. �nf�i�,��: ���Da i �--� ` � e . �� � , . � DES/GN PROPOSAL ONE � . � O � r � oEs�cN PRoPasac rwa � � � 29 0 w� � ♦ �� a _� Q � � � a � ° �° Q ' r� � ° � a � � � W � � � < V n 0 Q� � ,� a a a e� � � �° � � (� � �� HISiORIC PROPERTY Q � aa ° ��� M �;, � ,.. : . � �� � a a n � a .i • ° n ° . F G � J � k � � � � H ��� �E �� �A�{,� ._� _ ��� �� � � � F < < � C Z _ v �� ���R s 4 � � �i ti� o �� � �n = � ° ° � n ° T � � �O O � r� � � LL � Q ,�o� W �-1 � � Q � a� � JD b� a �� E3 �y p E3 f3 � a� t3 p �� Hisrowc PROPERTY � � Fence sho11N0T be � �� insfoNed 'ri front of � � � P,��� � � d � G3 p+� • a Q a F F `� F � � �� � sr a ��'A/1 l�,j1� "' �t IIM�AM � � A�IIRA Jf1N�'ER A� QAK '� '�^ � W w�E�N �'L!�' ... ��� �� �--���N! � �:� N ri � � �M Memorandum of Agreement Betvveen the �ederal Highway Adminlstration and State Historic Preservation t�fficer for NC 24 Widening fram East of Fayetteville to �VarsaW, Cumberland, Sampson and I3uplin counties, Narth Carolina TIP Proj ect R-23 �3 Federal �id Project F-8-2(17) Whereas, the Federa� H�ghway Administration (FHwA) has determined that the vwlden�ng of NC 24 from east of Fayetteville to Warsaw in Cumberland, Sampson and Duplin Counties (the Undertaking) wil� have an adverse effect upon archaeologica� sites 31 SP331 and 31 DP226/226**, properties determined eligible for listing on the National Register of �-Iistoric Places; and Wh�reas, FHw1� has cansulted with the North Carolina State I-�istoric Preservation Off ce (HP�) pursuant to 36CFR Par� 840, regulations implementing Section I06 �f the National Historic Preservation Act (16 U.S.C. 470�}; and Whereas, in accordance with 36 CFR Part 840, FHwA acknowledges and aecepts the advice and conditions outlined in the Advisory Council on Histori� Preservation's (Council} "Recommended Approach for Consultation on the Recovery af Signi�icant Information froin Archaeological Sites," published in the Federal IZ..egister (DF Doc. 99- 12055) on May 17, 1999; and Whereas, the North �arolina Department of Transportation �NCDOT) has participated in the consultatian and been invited to concur in the Memorandum of Agreement �MC}A) as a cansulting party in the development of this M�A; and Whereas, the s�gnatories and concurring parties agree that the recovery of significant information fro�n fhe archaeological sites listed above may be done in accordance v�ith the published guidance; and Whereas, the s�gnatories and concurr�ng parties agree that it is in the publie interes� to expend funds for the recovery of signif cant information from these archaeological sites to mitigate the adverse effects of the proj ect; Now, therefore, the FHvvA and HPQ agree that the under�aking shall be imp�em�nted in accordance with the following stipulatians in order to take an io account the effect of the undertaking on the histaric propertiese Stipulations: FHwA will ensure that �he followir�g measures are carried out: I. The N�D�T will develop separate Data Recovery Plans �DRP} far sites 31 SP331 and 31 DP226/226**, the s�tes that will be affected by the subjec;t Undertaking, in consultation with the HPO. IIo The NCDOT will ensure that the DRP v�ri11 be implemented af�er R.ight of Way is acquired or onee Right of Entry is secured fram the property owners and prior to construction activities within the site locations as shown �n the DRP o III, Upon completion of each Data Reeovery effort, the NCDaT will prepare and fa�-ward a Managem�nt Summary to HPO detailing the results af. the Data Recovery field �nvestigations. The Management Summaries will contain sufficient infarmation to demonstrate that the field investigation portions of the DRP have been implemented. I�l. Upon receipt of each Management Summary HPO will respond within ten (10} days ta the recamm�ndations contained within the document. V. IJpon acceptance of the recomrrrendations contained in each Management Summary HP� will issue the NCDOT documentation that the Data Recovery f eld investigations have been comple�ed. VI. The analyses and reports detail�ng sifies 31 SP331 and 31 SP2261226** will be eompieted by the NCI��T or their consultants within twelve � 12) �nanths after co�npletion of the fieldwark. VII. If histo�ic properties are discovered or unanticipated effects on h�storic properties are found after FHwA approves the Undertaking and construction has cammenced, FH�vA vvill consult with HP� and the property owner�s) in accardance with 36 CFR 800.13(b). Inadvertent or accidental discovery o� human remains will be handled in accordance with North Carolina General Statutes 65 and 70. �JIII. An� Signat�ry may t�r�inate thi� I�ZOA by p� o�iding notxce t� the other - party(ies) provided that the party(ies} vc�iil consult during the period p�or to termination ta seek agreement on amendments or other actions that would avoid termina�ion. Termination of this M�A will require compl�anee with 3� CFR 8Q0. This M(JA may be terminated by the exeeution of a subsequent M(�A that explicitly t�rminates or supersedes its terms. 4ther Terms ax�d Condit�ons This ag�-eeme�at shall be nu11 and void if its terms are not carried out within five �5) years from th� date of its execution, unless the signataries agree in writing to an extension for carrying out its terms. Executi�n of this M�A by the FHwA and HP�, its subsequent acceptance by the Counc�l, and implementation of its terms are ev�dence that the FHwA has afforded the Counci� an opportunity to comment on the tJndertaking, and that the FHwA has taken into account the effects of the Undertaking on historic properties. AGREE: � Federal Highway Administration �� � Dafe: � �� . � - �-`� � � �' Date. State His�oric Preservatian C)fficer co�cu�.: ; ,, � - �l� Date. North Carolina Dep t of 'Transportation / � '� , DEPARTMENT OF THE ARMY ��� � WILMINGTON DISTRICT, CORPS OF ENGINEERS � �� � � /� 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 � REPLY TO . � o�� ATTENTION OF: • Ma.PC�h S, 2013 � Regulatory Division Action ID No. SAW-1992-03 23 7 _�3� Gregory J. Thorpe, Ph.D. � Environmental 1V�anagement Director, PDEA - - North Carolina Department of Transportation . 1598 Mail Service Center � Raleigh, North Carolina 27699-1598 Dear Mr. Thorpe: Reference the Department of the Army (DA) permit issued on December 12, 2012, ,for �the discharge of fill material into waters and wetlands adj acent to various C�eeks, and their tributaries in order to construct Section A of TIP# R-2303 (NC 24), Cumberland County, North Carolina. Ref.erenc�e is also made to your permit modification dated January 2�9, 2013 with revisi.on dated February 25, 2013. Additional information was submitted on February 22 a�d 25, 2013. This information was, submitted to request authorization to construct Section-B of �'IP#R-. 23 03 starting east of Stedman in Cumberland County and ending west of Roseboro in Sampson County, a total of 6.891 miles:- Specifically, the request is to impact an additional 5.76 acr.es of wetlands and 296 linear feet of stream channel necessary for the construction of Section B. ' I have determined that the proposed proj ect modifications descr-ibed above are not contrary to the public interest and consistent with the 404 (B)(1) and therefore, the DA permit is �hereby modified. The following conditions specific to Section B rhave been added: All original conditions in the December 12, 2012 permit .remain valid and are enfo�rceable - with Section B aut�horization. Special Conditions .for the permit modification are the � follov�ing�: � - ' � . . � l. This permit modification only authorizes work on Section B of TIP R-2303. Construction on Sections C-F of TIP R-2303 shall not commence until final design has been complete�.. far those sections,, the permittee has minimized impacts to water� and wetlands to the maximum extent practicable, any modifications to the plans, and a coYnpensatory mitigation plan, have been ap�roved by the US Army Corps of Engineers (COE). Approved permit plans for section� B are attached. -2- to 5.76 acres of wetlands. Activities prescribed by this plan shall be initiated prior to, or concurrently with, commencement of any construction activities within jurisdictional areas authorized by this permit. The permittee shall re-establish, enhance, and preserve 5.13 acres of wetlands in accordance with the plan, with the following conditions: " A) Any changes or modifications to your mitigation plan shall be approved by the Corps. B) All mitigation areas shall be monitored for a minimum of 5 years or until deemed successful by t�e Corps in accordance with the monitoring requirements included in the mitigation plan. 3. REMEDIAL MITIGATION PLAN: , If the compensatory mitigation fails to meet the performance standards 5 years after completion of the compensatory mitigation obj ectives, the compensatory mitigation will be deemed unsuccessful. Wit�in 60 days of notiiication by the Corps that the compensatory mitigation is unsuccessful, .the Permittee shall submit to the Corps an alternate compensatory mitigation proposal � to fully offset the functional loss that occurred as a result of th� proj ect. The alternate compensatory mitigation proposal may be required to include additional mitigation �to compensate for the temporal loss of wetlarid function associated with the unsuccessful compensatory mitigation activities. The Corps reserves the right to fully � evaluate, amend, and approve or rej ect the alternate compensatory mitigation proposal. Within 120 days of Corps approval, the Permittee will complete the alternate compensatory mitigation proposal. � � 4. In order to �compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, 'including any special conditions listed on this form, are hereby incorporated as special conditions of this permit n�odification authorization. ** Note, breakdown of impacts to required mitigation for Section B: - 4.5�8 acres of riparian impacts will be mitigated through on-site mitigation of 5-.31 acres of riparian mitigation comprised of restaration, erihancement, and preservation. . - 1.18 acres of non-riparian impacts will be mitigated through EEP at 2:1, resulting in a 2.3 6 acre debit. � �- � � - 296 linear feet of stream impact will be mitigate.d. at 2:1 from EEP, resulting in a 592 linear feet debit. - � � � -3- This modification approval will be utilized for future compliance of the proj ect. If you have questions, please contact Brad Shaver of the Wilmington Regulatory Field (�ffice, at telephone (910) 251-4611. Sincerely, 4 � . Steven A. Baker Colonel, U. S. Army District Commander Copies Furnished (electronic w/o attachments): Mr. Mason Herndon, NCDWQ � Mr. Stoney Mathis, NCDOT Mr. Chris Rivenbark, NCDOT - 1VIr. Chri.s Manly, NCDOT Mr. Chris Militscher, USEPA Mr. Gary Jordan, USFWS Mr, Travis Wilson, NCWRC Ms. Beth Harmon, NCEEP Mr. Todd Tugwell, USACE U.S. ARMY CORPS OF ENGINEERS Wilmington District Compensatory Miti�ation Responsibilitv Transfer Form Permittee: North Carolina Department of Transportation Action ID: SAW-1992-03237 Project Name: R-2303 Section B County: Sampson Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Ecosystem Enhancement �Program (NCEEP), who will then sign the form to verify the transfer of the mitigation responsibility. On�ce� the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE} Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor should verify that the mitigation requirements shown below are available and ensure that they have received payment before signing this form. By signing below, the Sponsor is accepting responsibility for the identified mitigation. Once the form is signed, the Sponsor must update the appropriate ledger and provide a copy of the signed form to the Permittee and to the USACE Bank/ILF Manager. The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: � , Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030006, Cape Fear River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Riparian Riparian Warm Cool Cold Non-Riparian Coastal Riverine Non-riverine 296 . 1.18 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030004, Cape Fear River Basin Stream (credits} . wetland (credits) Warm Cool � Cold Riparian Riparian _ Riverine Non-riverine Non Riparian Coastal 592 2.36 � Mitigation Site Debited: NCEEP � (For banks, list the name of the bank to be debited, and the specific site if an umbrella bank. For NCEEP, list "NCEEP" and "Advance Credits", "Unassigned", or the name of the site name if specified in the acceptance letter from NCEEP.) Section to be comp/eted by the Mitigation Bank or ILF Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Bank/ILF Sponsor shown below, and_ certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for ILF programs), as approved by the USACE, are currently available at the bank/ILF site identified below. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engine.er may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Bank/ILF Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Page 1 of 2 Form Updated 13 September, 2012 USACE Wilmington District Compensatory Mitigation R�sponsibility Transfer Form, Page 2 Conditions for Transfer of Compensatory Mitigation Credit: � • Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Bank/ILF Sponsor, and in the USACE administrative records for both the permit and the Bank/I�F Instrument. It is the Permittee's responsibility to provide a signed copy of this form to the USACE Project Manager at the address below. •, If changes are proposed to the type, amount or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this form or any of the conditions of the permit authorization, contact the Project Manager at the address below. USACE Project Manager: Brad Shaver USACE Field Office: Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 Email: � USACE Project Manager Signature M a rch S, 2013 Date of Signature ` Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability; and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.army.mil. Page2of2 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at http://re���latory.usacesurvev.com/ to complete the survey online. Beverly Eaves Perdue Governor /� � � • � � � � ��_ . � NCDENR ' North Carolina Department of Environment and Naturai Res Division of Water Quality Charles Wakild, P,E Director September 24, 2012 Dr. Greg Thorpe, PhD., Manager Proj ect Development and Environmental Analysis North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina, 27699-1598 � �� :�� ..:.� ._ u rces ��� � �4�2 �- Dee Fre an ��j���� �� ������Secretar �������� �� ����� �������� �r.. �� Subject: 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water with ADDITIONAL CONDITIONS for Proposed improvements to NC 24 from 2.8 miles east of I-95 to I-40 in Cumberland, Sampson and Counties, Federal Aid Project No. STPNHF-F-8-2(17), WBS No. 34416.1. l, TIP R-2303. NCDWQ Project No. 20120240 Dear Dr. Thorpe: Attached hereto is a copy of Certification No. 3942 issued to The North Carolina Department of Transportation (NCDOT) dated September 24, 2012. If we can be of further assistance, do not hesitate to contact us. Sincerely, , ; c-� � � Charles Wakild Director Attachments cc: Brad Shaver, US Army Corps of Engineers, Wilmington Field Office (electronic copy only) Greg Burns, PE, Division 8 Engineer Jim Rerko, Division 8 Environmental Officer Chris Militscher, Environmental Protection Agency (electronic copy only) Gary Jordan, US Fish and Wildlife Service (electronic copy only) Travis Wilson, NC Wildlife Resources Commission Jason Elliott, NCDOT, Roadside Environmental Unit Jim Stanfill, Ecosystem Enhancement Program Sonia Carrillo, NCDWQ Central Office File Copy Transportation and Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-6492 Internet� www.ncwaterquality.orq , ;�;a1 F.��u�� ��W"�E��rzu��i"=<� `,,� ;��f�r��a�tr�� ,'�i;ti��,� ���l��l<��y�� One , North C arol�na �tu�r� 1 ' 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with ADDITIONAL CONDITIONS . �; THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (NCDWQ) Regulations in 15 NCAC 2H .0500. This certification authorizes the NCDOT to impact 7.68 acres of jurisdictional wetlands, 0.72 acres of waters and 5991inear feet of jurisdictional streams in Cumberland and Sampson Counties. The project shall be constructed pursuant to the application dated received August 2, 2012. No impacts to Sections B, C, D or F are being authorized at this time. The authorized impacts are as described below: Stream Im acts in the Ca e Fear River Basin Site Station Permanent Temporary Permanent Temporary Total Stream Fill in Fill in Fill in Fill in Stream Impacts Intermittent Intermittent Perennial Perennial Impact Requiring Stream Stream Stream Stream (linear ft) Mitigation (linear ft) (linear ft) (linear ft) (linear ft) (linear ft) . . � � :������� : 8 300+06 to 305+40-L- 0 0 531 0 531 237 8 304+40 to 304+51-L-LT 0 0 41 27 68 41 Total 0 0 572 27 599 278 , : ��� �-����� , Total - - 296 113 409 - � ������ ,w, � ����� � Total - - 2,990 301 3,291 - . . � �, . . , �� � ��� �� � ���� �� � � �� �� � � � � �� � � � � � ���� �.-���' ��` �� � � � Total - - 1,792 77 1,869 - � � � � �� � � �.-����������` �� ���� �� Total - - 1,336 155 1,491 - _ � �. ., � : �� � �� �� ����� �� � �� � � ��� ����-������' � � � Total - - 3,859 294 4,153 - Pro' ect Total Pro' ect Total - - 10,845 967 11,812 - � Bank stabilization; **2y4 lf of stream will be relocated. *** Sections B through F stream impacts are proj ected based on preliminary design and include perennial and intermittent systems. Total Stream Impact for Project: 11,812 linear feet (5991inear feet for Section A) Wetland Im acts in the Ca e Fear River Basin Site Station Wetland Fill Fill Excavation Mechanized Hand Total Type* (ac) (temporary) (ac) Clearing Clearing Wetland (ac) (ac) (ac) Im act (ac) ��=����� 2 73+00 to 85+00-L- NR 4.44 0 0 0.53 0 4.97 5 167+09 to 168+51-L- NR 0.04 0 0 0.03 0 0.07 8 296+63 to 304+66-L- R 2.03 0 0.02 0.20 0 2.25 9 321+92 to 322+64-L-RT R 0.07 0 <0.01 0.02 0 0.09 9 321+58 to 322+98-L-LT R 0.07 0 0.02 0.03 0 0.12 10 344+83 to 349+01-L-Rt NR 0.08 0 0 0.10 0 0.18 Total 6.73 0 0.04 0.91 0 7.68 I�-�����*�' Total 5.70 0.12 - - - 5.82 _ : R-�����'�� ` ' Total 12.13 0 - - - 12.13 : �.-�,������ Total 8.38 0 - - - 8.38 ��������� Total 1.58 0 - - - 1.58 _ _ __ � �:-���13��� : Total 21.80 0 - - - 21.80 Pro'ect Total Pro'ect Total 56.32 0.12 0.04 0.91 0 57.39 *Wetland Type: R = Riparian; NR=Non-Riparian ** Sections B through F wetland impacts are projected based on preliminary design. Total Wetland Impact for Project: 57.39 (7.68 acres for Section A) O en Water (Ponds/Tributar ) Im acts in the Ca e Fear River Basin Site Station Permanent Fill in Open Temporary Fill in Open Total Fill in Open Waters (ac) Waters (ac) Waters (ac) 1 69+45 to 70+63 -L-RT 0.16 0 0.16 1 70+93 to 72+81-L-RT 0.11 0 0.11 4 131+57 to 133+50-L-RT 0.18 0 0.18 6 178+97 to 179+07-L-RT 0.02 0 0.02 7 200+65 to 202+44-L- 0.24 0 0.24 9 3 22+ 10-L-Rt 0.01 0 0.01 9 322+ 10-L-Rt (Bank Stabilization) <0.01 0 <0.01 Total* 0.72 0 0.72 *Open Water Impacts for Sections B through F have not been projected based on preliminary design. Total Open Water Impact for Section A: 0.72 acres. The application provides adequate assurance that the discharge of fill material into the waters of the Cape Fear River Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. � This approval is only valid for the purpose and design that you submitted in your application dated received August 2, 2012. Should your project change, you are required to notify the NCDWQ and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If any additional wetland impacts, or stream impacts, for this project (now or in the future) exceed one acre or 150 linear feet, respectively, additional compensatory mitigation may be required as described in 1 SA NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state or local permits before proceeding with your proj ect including (but not limited to) Sediment and Erosion control; Coastal Stormwater, Non-discharge and Water Supply watershed regulations. This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. Condition(s) of Certification: Project Specific Conditions l. The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre-construction meeting with all appropriate staff to ensure that the proj ect supervisor and essential staff understand the potential issues with stream and pipe alignment at the permitted site. NCDWQ staff shall be invited to the pre-construction meeting. 2. At locations where ponds will be drained, proper measures will be taken to drain the pond with limited impact to upstream and downstream channel stability as well as to native aquatic species. Proper measures will be taken to avoid sediment release and/or sediment accumulation downstream as a result of pond draining. If typical pond draining techniques will create significant disturbance to native aquatic species, additional measures such as collection and relocation may be necessary to prevent a significant fish kill. NCDOT shall consult with NC Wildlife Resources staff to determine if there are any sensitive species, and the most appropriate measures to limit impacts to these species. The permittee shall observe any natural channel re- establishment, or utilize natural channel construction techniques, to ensure that the jurisdictional stream channel above and below the drained pond remain stable, and that no additional impacts occur within the natural stream channel as a result of draining the pond. 3. All channel relocations will be constructed in a dry work area and stabilized before stream flows are diverted. Channel relocations will be completed and stabilized, and must be approved on site by NCDWQ staff, prior to diverting water into the new channel. Whenever possible, channel relocations shall be allowed to stabilize for an entire growing season. Vegetation used for bank stabilization shall be limited to native woody species, and should include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated channel to the maximum extent practical. All stream banks shall be matted with coir fiber matting. Also, rip-rap may be allowed if it is necessary to maintain the physical integrity of the stream, but the applicant must provide written justification and any calculations used to determine the extent of rip-rap coverage requested. Once the stream has been turned into the new channel, it may be necessary to relocate stranded fish to the new channel to prevent fish kills. 4. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage. Bioengineering boulders or structures should be properly designed, sized and installed. 5. For streams being impacted due to site dewatering activities, the site shall be graded to its preconstruction contours and revegetated with appropriate native species. 6. The stream channel shall be excavated no deeper than the natural bed material of the stream, to the maximum extent practicable. Efforts must be made to minimize impacts to the stream banks, as well as to vegetation responsible for maintaining the stream bank stability. Any applicable riparian buffer impact for access to stream channel shall be temporary and be revegetated with native riparian species. 7. Pipes and culverts used exclusively to maintain equilibrium in wetlands, where aquatic life passage is not a concern, shall not be buried. These pipes shall be installed at natural ground elevation. 8. Compensatory mitigation for 2781inear feet of impact to streams is required. We understand that you have chosen to perform compensatory mitigation for impacts to streams through the North Carolina Ecosystem Enhancement Program (EEP), and that the EEP has agreed to implement the mitigation for the proj ect. EEP has indicated in a letter dated July 26, 2012 that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-referenced proj ect, in accordance with the EEP Mitigation Banking Instrument signed July 28, 2010. 9. Compensatory mitigation for impacts to 5.22 acres of non-riparian wetlands is required. We understand that you have chosen to perform compensatory mitigation for impacts to non-riparian wetlands through the North Carolina Ecosystem Enhancement Program (EEP), and that the EEP has agreed to implement the mitigation for the proj ect. EEP has indicated in a letter dated July 26, 2012 that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-referenced project, in accordance with the EEP Mitigation Banking Instrument signed July 28, 2010. 10. Compensatory mitigation for the 2.46 acres of riparian wetland impacts is required. We understand that you have chosen to debit mitigation from Privateer Farm Mitigation Bank. Privateer Farm Mitigation Bank is located in Cumberland and Bladen County in HUC 03030005; adjacent to Section A of the project HUC (03030006). Since there are no available credits existing in HLJC 03030006, it is DWQ's policy to debit adj acent HUCs at a 3:1 ratio. This certification gives you approval to debit 7.3 8 acres of riparian wetland mitigation from the Privateer Farm Mitigation Bank to satisfy the mitigation requirements of this permit. 1 l. When final design plans are completed for R-2303 Section(s) B through F, a modification to the 401 Water Quality Certification shall be submitted with five copies and fees to the NC Division of Water Quality. Final designs shall reflect all appropriate avoidance, minimization, and mitigation for impa�ts to wetlands, streams, and other surface waters, and buffers. No construction activities that impact any wetlands, streams, surface waters, or buffers located in R-2303 Section(s) B through F shall begin until after the permittee applies for, and receives a written modification of the 401 Water Quality Certification and the from the NC Division of Water Quality. General Conditions 12. Unless otherwise approved in this certification, placement of culverts and other structures in open waters and streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks, adj acent to or upstream and downstream of the above structures. The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by NCDWQ. If this condition is unable to be met due to bedrock or other limiting features encountered during construction, please contact NCDWQ for guidance on how to proceed and to determine whether or not a permit modification will be required. � 13. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills. 14. During the construction of the proj ect, no staging of equipment of any kind is permitted in waters of the U.S., or protected riparian buffers. 15. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed floodplains and streams shall be restored to natural geomorphic conditions. 16. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage. 17. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings submitted for approval. 18. All work in or adj acent to stream waters shall be conducted in a dry work area. Approved BMP measures � from the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in flowing water. 19. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the introduction of other pollutants into the stream. 20. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. 21. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification. 22. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adj acent to surface waters is prohibited. 23. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other appropriate requirements of State and Federal law. If NCDWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, NCDWQ may reevaluate and modify this certification. . 24. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3: l, unless otherwise authorized by this certification.. 25. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on-site proj ect manager. � 26. The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification. 27. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and federal} having jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil erosion and sedimentation control requirements, etc. 28. The Permittee shall report any violations of this certiilcation to the Division of Water Quality within 24 hours of discovery. � 29. Upon completion of the proj ect (including any impacts at associated borrow or waste sites), the NCDOT Division Engineer shall complete and return the enclosed "Certification of Completion Form" to notify NCDWQ when all work included in the 401 Certification has been completed. 30. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the proj ect by the end of the growing season following completion of construction. 31. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be located in wetlands or streams, compensatory mitigation will be required since that is a direct impact from road construction activities. 32. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the proj ect must be designed, installed, operated, and maintained in accordance with the �nost recent version of the North Carolina Sediment and Erosion Cont�ol Plannzng and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the No�th Carolina Sediment and E�osion Cont�ol Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Su�face Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 33. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this Certification. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or CAMA permit. � If you wish to contest any statement in the attached Certification you must file a petition for an administrative hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and S:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings � 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919)-431-3000, Facsimile: (919)-431-3100 A copy of the petition must also be served on DENR as follows: Mr. VVilliam Cary, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC �7699-1601 This the 24th day of September 2012 DIVISION OF WATER QUALITY f i ,� i A � �.}� :. Charles akild Director WQC No. 3942 NCDVVQ Project No.: County: Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: Certificate of Completion Upon completion of a11 work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to retu.rn this certificate to the 401 Transportation Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to NCDWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 �Vater Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. S ignature : Date : Agent's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. � S ignature : Date : Engineer's Certi�cation Partial Final I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the canstruction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date � Pat McCrory Governor ������ NC ENR North Carolina Department of Environment and Natural Resources Division of Water Quality Charles Wakild, P. E. John E. Skvarla, III Director Secretary March 18, 2013 Dr. Greg Thorpe, PhD., Manager Project Development and Environmental Analysis North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina, 27699-1598 Subject: Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water with ADDITIONAL CONDITIONS for Proposed improvements to NC 24 from 2.8 miles east of I-95 in Cumberland County to I-40 in Sampson County, Federal Aid Project No. STPNHF-F-8-2(17), WBS No. 34416.1.1, TIP R-2303A � NCDWQ Project No. 20120240 v.4 Dear Dr. Thorpe: Attached hereto is a modification of Certification No. 3942 issued to The North Carolina Department of Transportation (NCDOT) dated September 24, 2012 and modification issued February 25, 2013. If we can be of fiu-ther assistance, do not hesitate to contact us. S' cerely, � ' C arles akild � Director Attachments cc: Brad Shaver, US Army Corps of Engineers, Wilmington Field Office (electronic copy only) Greg Burns, PE, Division 6 Engineer Jim Rerko, Division 6 Environmental Officer Chris Militscher, Environmental Protection Agency (electronic copy only) Gary Jordan, US Fish and Wild(ife Service (electronic copy only) Travis Wilson, NC Wildlife Resources Commission Jason Elliott, NCDOT, Roadside Environmental Unit Jim Stanfill, Ecosystem Enhancement Program Sonia Carrillo, NCDWQ Central Office File Copy Transportation and Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919�07-63001 FAX: 919�07-6488 Internet: www.ncwatemualitv.orq An Equal Opportunity 1 Affirmative Action Employer NorthCarolina ��tl�t'�i"lf � Site U-21 U-34 U-35 U-36 Moditication to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with ADDITIONAL CONDITIONS THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (NCDWQ) Regulations in 15 NCAC 2H .0500. This certification authorizes the NCDOT to impact an additiona10.19 acres of jurisdictional wetlands in Cumberland County. The project shall be constructed pursuant to the modification dated received March 13, 2013 and revisions received on March 18, 2013. The authorized impacts are as described below: Station 168+00-L-RT 322+00-L-LT 322+50-L-RT 348+75-L-RT Total Wetland Im acts in the Ca e Fear River Basin Wetland Fill Fill Excavation Mechanized Hand Total Type* (ac) (temporary) (ac) Clearing Clearing Wetland (acl (acl (acl , Imoact (a� NR R R NR R-2303A Utilities 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.11 . 0.11 0.01 0.01 0.05 0.05 0.02 0.02 0.19 0.19 The application provides adequate assurance that the discharge of fill material into the waters of the Cape Fear River ` Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. This approval is only valid for the purpose and design that you submitted in your modified application dated received March 13, 2013 and revisions received on March 18, 2013. All the authorized activities and conditions of certification associated with the original Water Quality Certification dated September 24, 2012 and modification issued February 25, 2013 still apply except where superceded by this certification. Should your project change, you are required to notify NCDWQ and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If any additional wetland impacts, or stream impacts, for this project (now or in the future) exceed one acre or I50 linear feet, respectively, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed regulations. This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. Condition(s) of Certification: 1. This modification is applicable only to the additional proposed utility relocation activities. All of the authorized activities and conditions of certification associated with the original Water Quality Certification dated September, 24, 2012 and subsequent modification dated February 15, 2013 still apply except where superceded by this certification. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federa1404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or CAMA permit. If you wish to contest any statement in the attached Certification you must file a petition for an administrative hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of � Administrative Hearings accepts filings Monday through Friday between the hours of B:OOam and S:OOpm, except for official state holidays. The original and one (1) copy ofthe petition must be filed with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919)-431-3000, Facsimile: (919)-431-3100 A copy of the petition must also be served on DENR as follows: Mr. Lacy Presnell, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center WQC No. 3942 This the 18th day of March 2013 DIVISION OF WATER QUALITY � � arles Wakild Director Pat McCrory Governor , • � � � CDE R North Carolina Department of Environment and Naturai Division of Water Quality Charles Wakild, P. E. Director February 25, 2013 Dr. Greg Thorpe, PhD., Manager Proj ect Development and Environmental Analysis North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina, 27699-1598 hb wr,.4 � . .. ... . . . .,. .,�'Sa r.. • r t1. .. '�. : 3 . ... � j. . M,�_ y. 7� ". �'Z u � ;/ � S�. - �t„�� - .... � . � v� i � � 7 ��� � � �� fi� ;�. es o u rces �✓t�f,�~t�ar �..'r !1. i. t� -,�+ �' �- � ''s , :.�'�,.� i,. �-} � tie �: �'��w��'���.�- JQhn E. �Skvarla; I:II.. . r; �....... ..; Secretary � �Y Subj ect: Modification of 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water with ADDITIONAL CONDITIONS for Proposed improvements to NC 24 from SR 1853 (John Nunnery Rd.) in Cumberland County to US 421-701/SR 1296 (Sunset Avenue) in Sampson County, Federal Aid Project No. STPNHF-F-8-2(17), WBS No. 34416. TIP R-2303B. NCDWQ Project No. 20120240v.2 Dear Dr. Thorpe: Attached hereto is a modification of Certification No. 3942 issued to The North Carolina Department of Transportation (NCDOT) dated September 24, 2012. If we can be of further assistance, do not hesitate to contact us. Sincerely, � •, „ � *�. ;,; � � �°s--.... ` � <,.,,M.,�� ;� Charles Wakild Director Attachments cc: Brad Shaver, US Army Corps of Engineers, Wilmington Field Office (electronic copy only) Greg Burns, PE, Division 6 Engineer Jim Rerko, Division 6 Environmental Officer Chris Militscher, Environmental Protection Agency (electronic copy only) Gary Jordan, US Fish and Wildlife Service (electronic copy only) Travis Wilson, NC Wildlife Resources Commission Jason Elliott, NCDOT, Roadside Environmental Unit Jim Stanfill, Ecosystem Enhanceinent Program Sonia Carrillo, NCDWQ Central Office File Copy . Transportation and Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-6492 Intemet: www.ncwaterquality.org An Equal Opportunity 1 A�rmative Action Employer One , NorthCarollna atur� � Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with ADDITIONAL CONDITIONS THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (NCDWQ) Regulations in 15 NCAC 2H .0500. This certification authorizes the NCDOT to impact an additional 10.35 acres of jurisdictional wetlands, 1.65 acres of waters and 439 linear feet of jurisdictional streams in Cumberland and Sampson Counties for the construction of R-2303B only. The proj ect shall be constructed pursuant to the revised application dated received February 15, 2013and revisions received electronically on February 25, 2012. No impacts to Sections C, D or F are being authorized with this certi�cation. The authorized impacts are as described below: !�I � T i • i 1 !`I T T• T • 1 V 1 � �3�Sections C through F stream impacts are projected based on preliminary design and include perennial and intermittent systems. Total Stream Impact for Project: 11,842 linear feet (4391inear feet for Section B) Wetland Im acts in the Ca e Fear River Basin Site Station Wetland Fill Fill Excavation Mechanized Hand Total Impacts Type�l� (ac) (temporary) (ac) Clearing Clearing Wetland Requiring (ac) (ac) (ac) Impact Mitigation � :: � .. ; (ac) (ac) .. : . ; . : .: � , . : ..�...;.; , .. . r., � ... . . .. ... . ..� . .. . . , ,� . �.. .._ . , . _ . : � , , I� ���� Total 6.73 0 0.04 0.91 0 7.68 7.68 r , � � y �:, ._... . .. _ . ; �.. s . � � : ; ,..;. ,, � ::. : � � ,, , ,.. . � � :,. ,� .. , .: �.. : � � , .:; , .. . . � : � ����� 1 388+00 to 391+28-L- R 1.26 0 0 0.14 0 1.40 1.40 2 391+28 to 402+13-L- R 0 0 0.09 <0.01 3.53 3.62 0.09 3 14+ 18 to 15+09-Y 13 - NR 0.01 0 0 0.02 0 0.03 0.03 RT 5 425+57 to 426+51-L-LT R 0.02 0 0 0.02 0 0.04 0.04 7B 431+78 to 434+23-L- R 0.23 0 0.01 0.03 0 0.27 0.27 8 437+97 to 439+15-L-RT NR 0.07 0 0 0.02 0 0.09 0.09 10 542+45 to 545+21-L-LT NR 0.09 0 0 0.06 0 0.15 0.15 11 554+06 to 558+53-L-LT NR 0.01 0 0 0.10 0 0.11 0.11 12 554+38 to 557+27-L-RT NR 0.28 0 0 0.03 0 0.31 0.31 14 623+20 to 624+12-L-RT NR 0.10 0 0.03 <0.01 0 0.13 0.13 15 654+75 to 663+38-L- R 2.13 0 0 0.41 0.17 2.71 2.54 VVGl1Q11U 1,/�G. i� - it11JQilQil� 1Vit-1VV11�i�1�7Q11CL11� 1111�JCI.IrI.J CLUl,11V11GGU 111 1,11G Vll�'111CL1 `FV 1 l�Gl L1111iG1.1.1V11 llGLl.�iU �.7�i�11.G111UG1 G`t� GV 1G. �3�Resource is regulated by DWQ only, �4� Sections C through F wetland impacts projected based on preliminary design. Total Wetland Impact for Project: 61.92 (10.35 acres for Section B) O en Water Ponds/Tributar Im acts in the Ca e Fear River Basin Site Station Permanent Fill in Open Temporary Fill in Open Total Fill in Open ; ; ; : ; Waters (ac) Waters (ac) Waters (ac) : : : ; .�� .._�_� : �_: .; . . ._ � � �.. , , �: ; , ; : ; ; ; , ; . _ . � .�.. , . , ,. . :, : , ; �. � :; .: _. ; . . . .. �: � ��� : . : . �. Total 0.72 0 0.72 , : �.. ,. �: ; . . � , : . � . . , . : . � . : << �� � �(�� 4 424+51 to 426+05-L-LT 0.25 0 0.25 6 430+34 to 432+25-L-RT 0.19 0 0.19 9 43 8+5 8 to 441 +68-L-LT 0.73 0 0.73 13 576+76 to 576+89-L-RT <0.01 <0.01 <0.01 18 674+45 to 674+81-L-RT <0.01 <0.01 <0.01 19 680+56 to 684+21-L-LT 0.44 0 0.44 20 681�95 to 682+15-L-RT <0.01 <0.01 �0.01 Total 1.63 0.02 1.65 Section A& B Total 2.35 0.02 2.37 *Open Water Impacts for Sections C through F have not been projected based on preliminary design. �1� Impacts authorized in the original 401 certification dated September 24, 2012. Total Open Water Impact for Sections A& B: 0.72 acres. (1.65 acres for Section B) The application provides adequate assurance that the discharge of fill material into the waters of the Cape Fear River Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. This approval is only valid for the purpose and design that you submitted in your modified application dated received February 15, 2013 and revisions received electronically on February 25, 2012. All the authorized activities and conditions of certification associated with the original Water Quality Certification dated September 24, 2012 still apply except where superceded by this certification. Should your proj ect change, you are required to notify NCDWQ and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If any additional wetland impacts, or stream impacts, for this project (now or in the future) exceed one acre or 150 linear feet, respectively, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed regulations. This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. Condition(s) of Certification: Project Speci�c Conditions 1. This modification is applicable only to the additional proposed activities. All of the authorized activities and conditions of certification associated with the original Water Quality Certification dated September 24, 2012 still apply except where superseded by this certification 2. The post-construction removal of any temporary bridge structures must return the proj ect site to its preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native species. 3. Strict adherence to the most recent version of NCD�T's Best Management Practices For Bridge Demolition and Removal approved by the US Army Corps of Engineers is a condition of the 401 Water Quality Certification. 4. Bridge piles and bents shall be constructed using driven piles (hammer or vibratory) or drilled shaft construction methods. More specifically, j etting or other methods of pile driving are prohibited without prior written approval from NCDWQ first. 5. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the bridge and pre-treated through site-appropriate means (grassed swales, pre-formed scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the most current version of Sto�mwate� Best Management P�actices. 6. The proj ect must be constructed in accordance with the Stormwater Management Plan submitted in the application and dated September 27, 2011. 7. Native material shall be placed inside of the reinforced concrete box culverts at Permit Site 21 to provide a natural streambed in the low flow channel and floodplain benches between the sills in the overflow barrels. If possible, the material placed inside of the culvert should be the same native material that is excavated from the streambed and/or floodplain during the construction of these structures. Rip rap is not permissible in the low flow channel; however it may be used to supplement the natural material in the overflow barrels. 8. Compensatory mitigation for 3 51 linear feet of impact to streams is required. We understand that you have chosen to perform compensatory mitigation for impacts to streams through the North Carolina Ecosystem Enhancement Program (EEP), and that the EEP has agreed to implement the mitigation for the proj ect. EEP has indicated in a letter dated February 19, 2013 that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-referenced proj ect, in accordance with the EEP Mitigation Banking Instrument signed July 28, 2010. 9. Compensatory mitigation for impacts to 1.3 3 acres of non-riparian wetlands is required. We understand that you have chosen to perform compensatory mitigation for impacts to non-riparian wetlands through the North Carolina Ecosystem Enhancement Program (EEP), and that the EEP has agreed to implement the mitigation for the project. EEP has indicated in a letter dated February 19, 2013that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-referenced project, in accordance with the EEP Mitigation Banking Instrument signed July 28, 2010. 10. Compensatory mitigation for impacts to 4.58 acres of riparian wetlands is required. The permittee shall comply with the revised on-site wetland mitigation plan Sites B-1 and B-2 submitted on February 22, 2013. All on-site mitigation sites shall be protected in perpetuity by a conservation easement or through NCDOT fee simple acquisition and recorded in the NCDOT Natural Environment Unit mitigation geodatabase. 11. For the forested wetland restoration mitigation sites B-1 and� B-2, the permittee shall plant 680 stems/acre. Vegetation success shall be measured by survivability over a 5-year monitoring period. Survivability will be based on 320 stems/acre after three (3) years and 260 stems after five (5) years. A survey of vegetation during the growing season shall be conducted annually over the five-year monitoring period and submitted to the NC Division of Water Quality. If the surviving vegetation densities are below the required thresholds after the five-year monitoring period, the site may still be declared successful at the discretion of and with written approval from the NC Division of Water Quality. 12. For the wetland miti�ation sites located from B-1 and B-2, hydrolo�ic success of the sites will be attained by restoration of a hydrologic re�ime that results in inundation or saturation of the soils within 12 inches of the ground surface for at least 12.5 percent of the growing season. The hydrologic monitoring shall persist for a total of five (5) years. At the end of the monitorin� period, NCDWQ will review the monitoring results for the mitigation site. Based on the results of the monitoring, NCDWQ will determine if the mitigation site is successful or if additional maintenance and monitoring is necessary to demonstrate site success. 13. Success of the mitigation site shall be determined by NCDWQ during an on-site visit at or near the end of the monitoring period. 14. When final design plans are completed for R-2303 Section(s) E through F, a modification to the 401 Water Quality Certification shall be submitted with five copies and fees to the NC Division of Water Quality. Final desi�ns shall reflect all appropriate avoidance, minimization, and mitigation for impacts to wetlands, streams, and other surface waters, and buffers. No construction activities that impact any wetlands, streams, surface waters, or buffers located in R-2� 03 Section(s) C through F shall begin until after the permittee applies for, and receives a written modification of the 401 Water Quality Certification and the from the NC Division of Water Quality. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federa1404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or CAMA permit. If you wish to contest any statement in the attached Certification you must file a petition for an administrative hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Offce of Administrative Hearin�s accepts filings Monday through Friday between the hours of 8:OOam and S:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the �ffice of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearin�s is: Office of Administrative Hearin�s 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919)-431-3000, Facsimile: (919)-431-3100 A copy of the petition must also be served on DENR as follows: Mr. Lacy Presnell, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 This the 25th day of February 2013 DIVISIO��OF WATER QUALITY � � -� .>� � �..� Charles Wakild Director WQC No. 3942 t NCDWQ Project No.: County: Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: Certificate of Completion Upon completion of all work approved within the 401 �ater Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401 Transportation Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to NCDWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Certi�cation I, , hereby state that, to the best of my abilities, due care and diligence was used in the observ.ation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Engineer's Ce�tification Partial Final I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date Mitigation Plan NC Highway 24 Improvements Sampson County, North Carolina T.I.P. Number R-2303 WBS No. 34416 February 22, 2013 Transportation Improvement Project (TIP) R-2303 involves improvements to existing NC Highway 24 from 2.8 miles eastward of Interstate 95 (I-95) in Cumberland County to Interstate 40 (I-40) in Duplin County. The project is located within USGS Hydrologic Cataloging Unit (HUC) 03030006, and NC Division of Water Quality (NCDWQ) sub-basins 03-06-18 and 03-06-19 within the Cape Fear River Basin. NCDOT proposes to mitigate for permanent impacts to jurisdictional areas requiring mitigation through the following sources: NCDOT Umbrella Mitigation Banking Instrument (UMBI), onsite mitigation, and the Ecosystem Enhancement Program (EEP). NCDOT UMBI SITE — PRIVATEER FARM (ONE ID#026-005) The Privateer Farm stream and wetlands restoration site is located in USGS HUC 03030005 and NCDWQ Cape Fear River sub-basins 15 and 16 along Little Alligator Swamp and Harrison Creek. It is located in the Southeastern Plains Level III Ecoregion (Southeastern Floodplains and Low terraces Level IV Ecoregion) and includes portions of Cumberland and Bladen counties, approximately 6 miles from the southern boundary of CU 03030004. The Site has been closed out for monitoring and was incorparated into NCDOT's UMBI. The NCDOT debit ledger below (as of July 24, 2012) includes the debit of 7.38 acres of riparian wetland restoration to mitigate for 2.46 acres of riparian impact far R-2303A at a 3:1 ratio. Transfer Site River Mitigation from TIP TIP Name Basin HUC Type EEP Available Debit Debit TIP Debit Privateer Cape U-2519 Site Fear 3030005 U-2519** MOD** R-2303A** **Out of Warm service Stream area Restoration 25,676 7,157 18,519 ratios: Riverine 1.5:1 Wetland ratio for Restoration 185.58 32.22 145.29 0.69 7.38 stream impacts 3:1 for wetland impacts ON-SITE MITIGATION 1.0 BASELINE INFORMATION TIP R-2303 involves improvements to existing NC Highway 24 from 2.8 miles eastward of Interstate 95 (I-95) in Cumberland County to Interstate 40 (I-40) in Duplin County. The study corridor for this project ranges from 400 feet wide for widening sections to 1000 feet wide for bypass areas and is situated within the inner Coastal Plain physiographic province. Topography within the study area is described as nearly level to sloping with the majority of the topographic breaks found near the larger wetland systems. Land use within the project study area between towns is mostly rural in nature and includes a mixture of agricultural, residential, silvicultural, and industrial uses. The project is located within USGS Hydrologic Cataloging Unit 03030006, and NC Division of Water Quality (NCDWQ) sub-basins 03-06-18 and 03-06-19 within the Cape Fear River Basin. Sub-basin 03-06-18 includes the South River and its tributaries as well as Big Swamp and its tributaries while sub-basin 03-06-19 includes Little Coharie Creek, Bearskin Swamp, Moccasin Branch, Great Coharie Creek, Six Runs Creek, and Buckhall Creek along with all their tributaries. The R-2303 Natural Resources Technical Report (NRTR) dated January 2004 provides further details concerning existing roadway/project study area conditions and jurisdictional resources. The mitigation site selection and mitigation work plan sections of this plan will refer to the identification labels given the affected jurisdictional resources in that document as well as the Final Environmental Impact Statement (FEIS) dated 3-31-2010. 2.0 SITE SELECTION R-2303B Mitigation Site 1(ONE ID #082-007) This site begins on plan sheet 8 south of Station 423+50 Rt. at the existing intersection of Gray Street and Old Stage Road and ends south of Station 439 Rt. on plan sheet 9. It is part of the South River watershed and involves a series of ponds (43 and 45) as well as three jurisdictional wetlands (42, 44 and 46), and one intermittent stream (SR4) that flows out of pond 43. Lynn Haven sand, a hydric soil in Sampson County, is the soil type found within this area. R-2303B Mitigation Site 2(ONE ID #082-008) This site begins on plan sheet 26 at Sta. 680+20 Lt. at the ROW line and ends on plan sheet 27 at Sta. 685+5038 Lt. at Boren Brick Road. The pond (88) will be drained as part of the construction of R-2303B. Currently, the pond connects a jurisdictional wetland area upstream to jurisdictional wetlands and a UT to Big Swamp downstream through a series of pipes under Boren Brick Road and eXisting NC Hwy 24. The existing wetland system above Boren Brick Road, wetland 88A, will be used as the reference wetland system. R-2303C Mitigation Site 1(ONE ID #082-009) This site is located on plan sheet 23 from approximately Sta. 1000 to 1005 Lt. The pond (133) will be drained as part of the construction of R-2303B. The pond is surrounded by Wagram loamy sand soils. It has a headwater wetland system located adjacent to its northeastern corner and outflows into a UT to Little Coharie (LC11) through a 36" pipe under existing NC Hwy 24. R-2303D Mitigation Site 1(ONE ID #082-010) This site is located on plan sheet 18 northwest of approximate Sta. 1290 to 1295 Lt. Wetland 161 located adjacent to NC Hwy 24 is a riparian wetland that is bisected by the existing causeway of NC 24. A portion of Wetland 161 has been clear cut. This wetland also includes an excavated pond and side cast spoil. Soils within this mitigation area are either Johns fine sandy loam or Kalmia sandy loam. Both are non-hydric with hydric inclusions in Sampson County. R-2303D Mitigation Site 2(ONE ID #082-011) This site is located on plan sheet 20 from approximately Sta. 1321+50 Lt. to Sta. 1325+50 Lt. on plan sheet 21. It is bordered on the north and west by wetland 165 and on the east by wetland 167. The soils in this area are mapped as Paxville fine loamy sand, a hydric soil in Sampson County. Wetland 165 is part of a 4600 acre NCEEP high quality wetland mitigation site known as the Great Coharie Tract (GCT). An old abandoned causeway extends into the wetland from NC Hwy 24. 3.0 SITE PROTECTION INSTRUMENT The mitigation areas are presently located within or will be located within the NCDOT Right-of-Way far the project. They will be managed to prohibit all use inconsistent with its use as mitigation property, including any activity that would materially alter the biological integrity ar functional and educational value of the site, consistent with the mitigation plan. The site is designated on the plan sheets as a mitigation area and will placed on the Natural Environment Section's Mitigation GeoDatabase. This database is provided to all NCDOT personnel as a record of mitigation sites and their attributes, including prohibited activities. NCDOT is held by virtue of the permit associated with this mitigation site and the associated roadway impacts to protect the site in perpetuity. 4.0 OBJECTIVES The goal of the proposed onsite mitigation is to mitigate for impacts due to R-2303 by restoring adjacent wetland and stream systems to their natural conditions through the removal of the degrading factars of ponding, fill, and disturbance. This will be achieved on seven individual sites described below for a total of 15.89 acres of wetland and 900 feet of stream. 5.0 MITIGATION WORK PLAN Each mitigation site will be constructed along with the construction of its associated section of the roadway project. Following the successful completion of site grading and stabilization, each site will be replanted with appropriate native tree species. Wetland restoration areas will be planted with a mix of bare-root tree species at a density of 680 stems per acre. The stream restoration areas will be stabilized by planting a mix of live stakes on three foot centers and matting with coir fiber on the banks as necessary. Reforestation plans for each can be found in Appendix B. Native wetland seed and mulch will be applied on all disturbed areas within the mitigation sites for stabilization purposes according to guidance and standard procedures of NCDOT's Roadside Environmental Unit. An as-built report will be submitted within 60 days of completion of the project. The Natural Environment Section shall be contacted to provide construction assistance to ensure that each mitigation area is constructed appropriately. R-2303B Mitigation Site 1 NCDOT will drain P43 and P45 in conjunction with the construction of R-2303B. Based on topography and soils, the draining of these two features will result in restoration of a total of 1.84 acres of riparian wetlands. It will also result in the enhancement of 5.41 acres of wetlands (wetlands 42 and 44) and the preservation of 0.23 acres at wetland 46. R-2303B Mitigation Site 2 NCDOT will restore 2.19 acres of riparian wetlands at Site 2. The pond associated with this mitigation area, identified as 88 in the NRTR, will be drained as part of the construction of R-2303B. The existing 30" pipe under NC Hwy 24 will be replaced and the invert of the new structure will be adjusted to assist in the wetland restoration within the drained pond 88. Wetland 88a is a riparian wetland located on the east side of Boren Brick Road. It will be used as a reference for the refarestation plan of wetland restoration within pond 88. Soils within this wetland as well as adjacent to the pond are mapped as Aycock silt loam, a non-hydric soil in Sampson County, as well as Nahunta loam, a non-hydric soil with hydric inclusions. R-2303C Mitigation Site 1 The pond associated with this mitigation area, identified as 133 in the NRTR, will be drained as part of the construction of R-2303C. The existing pipe under NC Hwy 24 will be replaced and the invert of the new structure will be adjusted to assist in the wetland and stream restoration within the drained pond 133. This new structure will outfall into LC11, a UT to Little Coharie. LC11 has a C Sw classification and is a Rosgen E type channel. Based on valley length and topography, NCDOT will restore 550 ft. of the stream system within this drained pond area as well as restore 2.5 acres of riparian wetlands. R-2303D Mitigation Site 1 This site involves removing a portion of pavement and causeway along existing NC 24 and grading to match elevations within the adjacent Wetland 161. It also involves backfilling the existing pond with material side cast to match the existing, adjacent wetland elevation. The clear cut portion of Wetland 161 within the ROW will be revegetated. This work will result in the restoration of L55 acres and enhancement of 1.3 acres of riparian wetland. R-2303D Mitigation Site 2 This site involves the removal of an old roadway causeway and grading to match elevations within the adjacent Wetlands 165 and 167. NCDOT will restore 0.87 acres of riparian wetland in this area. 6.0 PERFORMANCE STANDARDS The hydrologic success criteria requires that the site demonstrate saturation or inundation within 12 inches of the soil surFace for a consecutive 12.5% of the growing season during years of normal rainfall. Groundwater monitoring gauge will be installed in existing, adjacent reference wetlands where practical and feasible for comparison to groundwater gauges throughout the restoration and enhancement (B site 1) areas. Success for vegetation monitoring within the riparian buffer and wetland areas are based on the survival of at least 260 stems of five year old trees at year five. Assessment of channel stability will be based on the survival of riparian vegetation and lack of significant bank erosion, channel widening or down-cutting. 7.0 MONITORING REQUIREMENTS Groundwater gauges will be installed within the wetland enhancement (on B Site 1) and restoration areas as for hydrologic monitoring. Gauges will be placed within the enhancement areas pre-construction to collect baseline data for comparison, analysis, and determination of enhancement area boundaries. Number and placement of gauges will be site specific and determined based on contour intervals. The following components of Level 1 stream restoration monitoring will be performed each year of the 5-year monitaring period: reference photos, visual inspection of channel stability, and plant survival. Specific problem areas and proposed/required remedial action will be identified. Vegetation monitoring will consist of counts of planted stems within 50 x 50 foot plots established within the restoration and enhancement (D site 1) areas. Plot locations will be randomly selected. These monitoring activities will be conducted for five years and documented in an annual report distributed to the regulatory agencies. 8.0 OTHER INFORMATION N/A 9.0 DETERMINATION OF CREDITS Based on field and meeting discussions with agency representatives and per the NCDOT plans and 401/404 permit application for R-2303; NCDOT proposes the following types of mitigation and ratios for each site. Roadway Wetland Wetland Wetland Stream Stream Section Restoration Enhancement Preservation Restoration Preservation Site Acres Acres Acres Feet Feet Number (1:1) (5:1) (10:1) (1:1) (10:1) B Sitel 1.84 5.41 0.23 B Site 2 2.19 - - - - C Site 1 2.5 - - 550 - D Site 1 1.55 1.3 - - - D Site 2 0.87 - - - - An as-built report will be submitted within 60 days of completion of the each mitigation site to verify actual mitigation areas constructed and planted. The success of the mitigation areas and determination of final credits will be based upon successful completion and closeout of the monitoring period. 9.1 CREDIT RELEASE SCHEDULE NCDOT proposes immediate, full release of the proposed mitigation as on-site mitigation far unavoidable impacts associated with R-2303. 10.0 GEOGRAPHIC SERVICE AREA The proposed Geographic Service Area (GSA) for the mitigation sites is composed of the 8-digit Hydrologic Cataloging Unit (HUC) 03030006. ll.0 MAINTENANCE PLAN The mitigation site will be held by NCDOT and placed on the NES mitigation geodatabase. Once monitoring is completed and the site is closed out, it will be placed in the NCDOT Stewardship Program for long term maintenance and protection. If an appropriate third party recipient is identified in the future, then the transfer of the property will include a conservation easement or other measure to protect the natural features and mitigation value of the site in perpetuity. 12.0 LONG TERM ADAPTIVE MANAGEMENT PLAN The sites will be managed by the NCDOT according to the mitigation plan. Beaver management will be instituted during the monitoring period if necessary. Encroachments into the mitigation areas will be investigated and appropriate measures taken to minimize any negative effects. In the event that unforeseen issues arise that affect the management of the site, any remediation will be addressed by NCDOT in coordination with the Interagency Review Team. 13.0 FINANCIAL ASSURANCES NCDOT is held by permit conditions associated with R-2303 to preserve the mitigation areas. NCDOT has established funds for each project and within each Division to monitor mitigation sites and to protect them in perpetuity. 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J_.. � � _ �� �, a �; ��� � � I ' I � _ IL'� ' � � � � �o � # � . �. � PA22 � _ n �� 1 � �., � ■ �:";: --__ Great,Coharrie Tract (GCT) °-' '�. 165 �� , � :� � � .�.`' ,� �// � �; �ii` S % .�'�;; � , , ,� :`��� �� ,. �// � .:, � � ,�► ,/ ,`"!,�� �/ ' < �/� �/r�/�.�"� . , ,.�//�./,o ��'��' �� - �,�, � ,9�. � �� .,T.:✓ � Y .� �d ���j . . �� �/ e . ��/ , �� � ".��, �� �`�°�� 1 1-.5 ,.+I f!J � �7 � , ,� ������F � f - ,, . � � � �' ���'. :� , �� �j���.r` ,:� �� � '�.�,%J . v�� ,� � ��'"/ �; � 4,�„ �` m` �" � � i � �� 13 �{r�; ���-���.,�������,� ;�-� Restoration-----, �f- '�, . . �,, ,. _ - " �,� � ��' r,i;l;i'l',F,r� �%P;-��i�� i � - �,�'�ti•v ,� ✓.c���r,�rv � rr y� Fwd" �� �'� ' � �� / �� �' r�� r�l/�/� .��L�.i����- � � _ _ _ _ _ � _ _ _� ',' 4/��� � i��.� ,/ �� �� .�r'..r ., .��, ..,>_��,� .,rj ���� � ��8�� � ������cp�l �..•��. �: '` � — � �,0'�, �� ��e, � � � . ;� � � � . r ,_� :� _ _: __ - _- � --- -- - � -- � ,'� ��..o�.��� ���,� ��GB9 > "�' .�''"/`�.��� �.��`� . ��_ ,� � , � � - �- u, � — � '"� �"�'� u� � F '. �- _,�� �_- _�_ � �,_�-r�, �, --�-__ � �, � B8 �:� u ■ _� _ �� N - � � � W .- � E� � � � S � ,� �� � � ��a,,�� ; gu� � gb _;�-- �� - �BD >< �. 2 -6"</ITA> > ' � � • C � -� - i ` kE���><IT�,> �&G</ITA></BOL> _- ' , �� � •� J � '��� GB7 � -� ':� � _�-�I - � � ` _� � I � 131 - � � �'De; —? �=s-.rr . , ' — �_ ''•� � � � a �� •�1��� «.� �.- w I r - � _ _:� � ■ � Top=96.5 - F- � Inv=93.7 �— � ; - � ��� R DE pO1NTS G � � � � _ �� �. ' � Top=96.8 le7v�9!�.0 l� � TTr�:.� _ �.� C� ��. �. � i � lJH YP�7T�7 --��..��� i � �, _-�� _.�� _96.3 ��-`� ' �a� Top- -- — �: ��i ..a - Inv=93.3 '��- -- I�• I�3 � 7 � �� � � � i�: � 111 1 112 ��� �- ��� _ �.. 650' TAPER LT & RT ae _�=� GRADE POINT TRANSITION G113 GRADE POINT J 650' TAPER LT & RT GRADE POINT TRANSITION d Top=96 � ,,._�,<. �: l�r-e �n --��- -- �, � „�,� F� C i17 116 1 �� � ��� � �� ■ ■ - �� : �' �- ■ - . ' .. :i., . . . . ' . . . . �r � — --- -- — - --- - - -- r �: i � See Sh�et 1-A For �ndex of Sf�ets �� �q � ..,��; 1, , ► � � � . See Sl�et 1-B Fo� Convent1onQl S mbols � � � �'� a � � � � � � � � � � � � � � � Y _ __ � __ . _ ._ . --. . - �` _ __ _._��� _, _.�� ,-q� ------ -- — ., — .— - —�— --- -- - . . _. --�-.-------- _ _ ..._.. . _ . _ . . _ . . . . _. ___. ___ _ . _... .. .....����� �:`�J.fi' ����� ��� . :b t 1s3 aa� _ �as race — � �eae �ea� t �e4 � � f �eaa � �o�a � �a�� �a 9 �o» � , !� `` n . �D �a 3 � �� � �` L a�� . � a � � � �e�4 faaa � � oa aoea �s4a p � 206 1 71 20 3 �+ � �ff14 24 tesa ._.. � �aee j44 �eeo � �aa� � � . ` ,1 � ��R� �" - �, . � �ooa 2 �a� � L�V� �1��: LY � 24 l' �� �� � sa�o za� + 24 � �� ��i' �� IQ�b �1���WE� �. � s o,s , , � _— --._ �3a�� STEDMAN �e�e .?� � L��1� ��� ��� l � �� �0�� �f ��1� �VL�1��� j �.� •� � T�'PE �F �V�.�K: GRADl,11 �'+�, I)RAl1�t'14 ��, I'� T�I11 ��, A11�D SI�1�tALS 3TA7E b"rw'T6 P{lW�C1' AEl6R�' NQ b�� R-2 3 �3A _ ._._..__ . _.. __._ . SI'�TL lRIO�N4 RA.PRW.M0. 3441b.7.1 STPNHF—F—B—Z 1 3�41b:2.� _ Per�it Dra�rir�� ��?���`��� -�. ��-��s�� 7 /.� 3 i � / l � o�riox _ P. E. R�W. UTI L. A PORilON UF TH15 PROJECT IS YVITHIN THE MUNICIPAL BC)UNDARlES OF STED�AN THIS IS A LIIVtiITED AND PARTIAL CONTRaL OF � ACCESS PRO.iE�T WITH ACCESS BEING LIA+tITEQ TO P�I�ITS AS SHOWN OI� THE � PLA�IS. � �*� CLEARfNG �N THIS PRQJECT SHALL BE PERF�Rh►�ED TO TH� LIMITS ESTABLISNED BY METHOD lli. � � rRY�'�'� PRELIMINAR'Y FLAIv'� DO NtYi' U9E E'4R CONSTRDCT7�N � ` � � P�eporad ; n t�e Offic�e ot': HYDRA ULIGS ENGI11 tEER DI UISI4N t�F H� G.HLVA �'S � GRAPH�C SCALaES DE�I��t DATA PROJE�T LE111'��'H • sTATE oF �����x c�o�r+�rA � � �l T�l��'�11 t C�� �I�HT�A YS � � 50 Z5 0 � 50 1QO ADT 2011 —� 19,2�4 . � IOQtJ Birch Rid�� Dr., Raliiph NC, Z761 � oE ��Ath L ADT �431 = �Q��4� �AOQ ST'AN1�lRD SPBCIFICATION3 `'~� � c��o�� :�� PLANS DHV = 11 °�6 �E�GTH R�ADWAI� T{P PR�.lECT Rr-2303A !�,SQ} �,;��� o � f p,�. � � � . � ��� 50 25 0 54 100 D= 6'S °/a TQTAL LENGTH TIP PR4JECT R-�303A �= b.�r�, r��L�� � RI�H�' DF �AY DATE: sl r ¢� `� ��� _ GARY LC3VE RI N G, PE �%. w�� pR�sc� r�varn� RDADWAY DESIGN �� � �w T= 8 a/o * O�tober 15 41� BNGIN�ER �r °,� r��,�9la ��Q PRC'�F1LE �MORIZUh�TAL� _ ��� V — 60 MPH . ��w 10 5 4 10 20 FUNC. C�4SS = EXPY iYPE !! LETTI�'�G DATE: RICK DEC�LA, PE ��� ��� *�ST r3�%O DUAL 3% - lC3ctober 16, �0�� 1'RQ%ECT DBSIGN BNGINE�R ��.� PROFILE �1/ERTI�AI.j STATEVIIIDE TIER p�8� p�' � ;.� � � SIGNA7'iJRB: S7'�iTE XIGHW�Y ZaESIGN .Cs7VGINESR � � r , .. � � � 0 'a / . � � D TA(L A SP IAL U�'i-b1TCH c Not to Scal�� FI �c.ht � / �a ,�;e� n Graano qy p �� Min. D= b0 Ft. FROM STA. 21 + 50 TO STA. 28 + 40 -4- LT. FR4M STA. 53 + 70 TO STA. 60 + 00 -L- LT. FRON+ti STA. 64 + 50 TO STA. 74 + 76 -L- LT. FRCM STA. 1�DT +�0 TC STA.11� + 33 -L- LT. FROM STA.112 + 33 TO STA. ,114 + 00 -L- LT. FROM STA.115 + 00 TO STA.117 + 9G -L- !i. FRO�II� STA.117 + 90 TO STA.1� 0+ 50 -L- LT. FROM STA.121 + 00 TO STA,114 + 50 -L- LT. FRaI1� ST�►.1Z3 + 50 Ta STA.130 + 00 -L- LT. � FRCM STA.131 + 50 TO STA.133 + 70 -L- LT. FROM STA.134 + 50 TO STA.148 + 00 -L- LT. FROM STA.148 + 00 TO STA.152 + 00 -l- tT. FROM STA.173 + 0� TD STA.178 + QO -L- LT. FRCM STA.179 + 00 TO STA,181 + 00 -L- LT. FROM STA.182 + 5a TO STA.194 +00 -L- LT. FROM STA. Z10 + 00 TO STA. Z13 + 00 -L- LT. FRCM STA. 2Z3 + 00 TO STA Z24 + 05 -4- LT. FROM STA. 241 + 5a TO STA. Z48 + 30 -L- LT. FRCM STA. 303 + s4 TO STA. 307 + 30 -!r LT. FROIK STA. 3fl9 + 30 t0 STA. 310 + 00 -L- LT, FROM STA. 311 + 00 T� STA. 316 + 00 -L- LT. FR�M ST�►. 316 + 3Q T4 STA. 3ZZ + OQ -L- LT. FR4M STA. 3Z3 + 30 TO STA. 330 + 00 -lr- LT. FROM STA. 330 + 00 TO STA. 332 + 50 -L- LT. FROM STA. 333 + SO TO STA. 335 + 50 -L- 1T. FRa1VS STA. 33b + 30 T� SU. 340 + 00 -l- LT. FROM STA. 351 + 4a T4 STA. 3 6a + 30 -L- LT, FROM STA. 3Q + 00 T� STA. 33 + 80 -L- RT FROM STA. �49 + 00 TO STA. 50 + 30 -L- RT. FR4M STA. 3Z + 30 TC STA. 53 + 40 -L- RT, FROM STA. 44 + 00 TO STA. 96 + 80 -L- RT. FR4M STA. 9b + 92 TC STA. 94 + 50 -L- RT. FROM STA.107 + 00 TO STA.112 + 80 -L- RT. FROM STA.11� + 80 T4 STA.115 + 00 -L- RT FRflM STA,115+�0 TO STA.1�4+50 -L- RT. FRaM STA,1�9 + Od TO STA.131 + 40 -L- RT. FROM STA,138 + 00 70 STA.148 + OC -L- RT, FROM STA.14$ + OG TO STA.1 g4 + 50 -L- RT. FROM STA.155 + 50 TO STA.1 bZ + 40 -t- RT. FROM STA.16Z + 54 TO STA.1 b5 + 50 -L- RT. FR�M STA.175 + 00 T4 STA.186 + 4Q -L- RT. FROM STA,18T + 00 TO STA.19� + �0 -L- R7. FROM STA, Z00+00 Tt) STA. 203+�0 -L- RT. FRGM STA. 21� + 04 T4 STA. 224 + 00 -l- RT. FRCM STA. ZZ3 + 50 TO STA. 231 + 00 -L- RT. FROM STA. 231 + 00 TO STA. 236 + 00 -4- RT, FROM STA, �4Z + 00 T4 STA. Z48 + 00 -L- RT. FROM STA. ZSO + 50 T4 STA. Z5� + 00 -L- RT, FR4M STA. 259 + 00 T� STA. Z 66 + 76 -tr- RT. FROM STA. Zb6 + 76 TO STA. 276 + 50 -L- RT. FROM STA. Z89 + CO T4 STA. 300 + 00 -tr- RT. FRQM STA. 316 + n0 TO STA. 322 + 00 -L- R7. FaOM STA. 3Z3 + 8fl Ta STA. 3�6 +50 -Lr RT, FROM STA. 327+OC TO STA. 331 +t�0 -L- RT. FROM 5TA. 33� +�2 T� STA. 335 + 90 -L- RT, FROM STA. 336 + 21 TO STa. 337 + 00 -L- RT. FR4M SiA, 343 + 50 TQ STA. 344 + 1' 7-L- RT. FR�M STA. 358 + 0� TO STA. 361 + 00 -L- R7. FROM STA, �4 + 50 T4 STA. 25 + 50 -Y- RT, FROM STA.24+22 TO STA. 30+�t1 -Y- LT. FROM STA. 33 +11 TO STA. 34 + 50 Y- �T, FROM STA.14 + 85 TO STA.19 + 00 -Y4- RT. FR4M STA.1 �+ 00 T4 STA.13 + DO -Y7- aT. FROM STA,12 + 70 TO STA.13 + 2 5-Y68- LT. FR4M STA,1Z+80 TO STA, i4+44 -Yd�- RT. FROM STA.14 + 86 TO STA.16 + a0 -Y7- RT, F ROM STA.1 �+ 00 TO STA,1 �+ 08 -YB- LT, FROM STA.11 +OQ T� STA. il +.80 Y8- RT. FROM STa.14 + QO Tfl STA.14 + 54 -YB- LT. FROM STA.14 + 00 TO STA.14 + 30 -YB- RT. FR4M STA.1 �+ Q0 TO STA.13 + 00 -Y10- RT. DETAI SPECIA A E a1scH ( Not to Scobl Gr-� _" °� �jf Qtta; p . a�o�c'� �toaa g uin. D= I.0 Ft. B= 2.0 Ft. FR41�t STA.193 + 50 TO STA. 209 + 00 -4- LT. FROM STA. Z03+50 TO STA. 214+50 -L- RT. � D TAIL LATERAL 'V' DiTCH t Not to Scd�� Noturd � � 'r"--' �ope ano � p �� i. �I�n. D= 1.0 Ft. b= 2.0 F t. FROM STA.167 + 50 TO STA, ] 74 + 00 -L- LT, FROM STA. Z36 + Q4 T4 STA, 340 + 50 -4- RT. FROM STA. Zs2 + OQ TO STA. 258 + 00 -tr RT. F ROM STA. Z 76 + 54 TO STA Z 84 + 00 -lr RT. D TAIL H PiPE IN! T/OUTLE , CHANNEL c trot to Scd�� ROPOSED TOE VAA, -tr Natural �. ' Nafu►a! roun _ ' y � � o �. � • 7�' d GEGTlXTILE � D Min. D•3.S Ft, Max, d � 3.5 Ft. aIP R�P- Clau I 0-6.0 Ft. Typ� of Ltn�r= G�otuctll• STA. Z99+70 TO STA. 300+Os -L- tT EST- 70 TOMS /173 SQ, YDS, STA, 301 +44 TO STA, 301 +SZ -L- RT EST � 90 TCNS /1S0 SQ. YDS. DETA! L �µA EXCAVA�r o°,P�A�" c Not to Sco�s� Z3� ZS' Ex�S'tu�iG -� � N PROPOSEO TOE *�_ SO� - �- - t�� � -�- � 3i� toi�t hur � B- 6.0 ft. - Ml n, O � V�+A. � > . � Excavat� sxi�llnq road _ 7yps of Uner= COIR MA? Naiural�Grount��nm E5f', COIR MAT � 350 SQ YDS FROM STA, 304+30 TO STA. 303+41 -L- ElT � DETAIL M SP IAL U ITCH c Not td Scai�� Front Dttch � � S� ei �� � � ,y� a,��a Fn°� %��, D a MTn. Q= I.0 Ft. FROM SiA, 300+Od TO STa, 301 +33 -L- RT DETAiL D SP IALZU f�iTCH c t�tdr to ScoN� Ot di � A��D��L� F��� r�a,na 4: � � �ITn. D= 0.5 Ft. FROM STA. 365 + 50 TQ STA. 3b7 + �0 -L- Ri. i DETAIL I � STRENAfiAt Ro L�e�TION p Nafvral PROPOSED TCE +/- �y roun -t� 3� � ` � Mln. D�3,5 Ft. coi� ,4u�r 8 - 6.G �t, Type of Ltn�r= Colr Mat EST. Coir Mat � 473 Sq• ;'d�. STa. 301 +5� TO STA. 30� +88 -L- RT pETAlL hl � FALSE SU�hP � � Noi ro sm(.1 �e! c . � ouhlde D�h 1 �a: � -�z.a� �o• . �� .4- S -' +� S= DI1ch Slo � � Propo��d Diich si�. sas+�o -�- �t D TAi STaND�RD GR�SSED SwALE ( Not to SCale) roun . p 3,� oun � Min. D= I.0 f t. B= 2.0 Ft. STA.1Z4+4d -L- LT. STA.147 + 98 -4- LT STA.19d + 39 -4- Li. STA. �15 + 4� -lr LT. STA. 96 + 74 -4- RT STA. 344 + 43 -4- RT �ermlt Draw�ng She�t � �� `�� ; �,�,s�.� 7 ,�3 ��. / DETAIL F A H t Not tc Sode) - �d� P6h�der 4 � �Q�� �r � A�`p��� . e� � �° � 1Ain. D= b0 Ft. FROlvI STA.161 + 00 T4 5TA. lb2 + OQ -L- MED, FltQht STA.196 + 00 TO �T�.149 + 40 -l- MED. FRdM 5TA, 211 + 00 TC STp►. Z14 + 00 -L- M�D. TAI J PIPE tt�,. CHANNEL t Not to Scale) VAR. Notura( Natural - � � roun ,� � c M„ e r coi� MAT I � Min. D� 3.5 ft, E•�B 8 � b.0 Ft. � Typ• af Lirnr- Coi� Mat EST. Coir +�hat = 130 Sq, Ydi, STA. 301 + 88 TO STA. 303 +�3 -l�- RT Pi p� c o� , Squaro Scaur H {Rip Rc� basin n+ for clarii PaEF�RMED SCOUR HOLE 'NOT TO SCALE ql AN viFw rnuxc.t Kercnerc,c r+�. �ncc� �•.r, R-2303A 2-r WW SHHET N0. HYDRAULICS . _ _ ._ ,_ _. . � _ _ . _ ur.tt��--- D TAi T ION r trot ta Sodu Naturd Pt�� Fs op� Ground F� nt.r d(I)=10.0 Ft. dcU d(2) �� dc2)�5.0 Ft. Type of Llner= C�ass B Rip-Rap FROM STA. 300 + 38 TO STA. 303 + QO -L- LT. FROM ST� 322 + 68 TO STA. 3Z3 + 10 -tr aT. DETAIL K , PiPE OU L T CHANNEL c Not to Soate) Y�' Natural Ncfurol � .��+ roun rvun y D d 7�, • a �• Gionxri�e s . tUP R�+t� Clau i E�t, Quantity� 70 Ton Typ� of L(n�r� G�ot�xtil• Eit, Qvan�ity� 1�0 Sq. Yds. STA. 304 + 1$ TO STA. 30�t + 30 -4- RT "'lTALL LEYEL AND FLUSH �H NATURAL GR�UND SECTION A�-A � = 6 ft ,c� PIPE (d =� 15" OR 18"� Q= Z ft �< s��p � 1� MIM. - 3' MAX. V�/ 4' ft F PSRM � INFLOW T _�,� NATUaAL GROUND o- o L1NER: CLASS B RIPRAP ( / WITH 7YPE Z FILTER FABRIC t-� 8 � 14 ast. to�s C1, B Rip Rap MIN.1' TUCK 17 e�t, sq, yds of Fi(fer Fabric STA. 73 + 13 -L- LT 5TA, 172 + 00 -L- RT Mln, D=3.� Ft. Max. d = 3.S Ft. e = d.a r�. � � � � � m - , a a � 18" CLASS iY SEE R4CK PLAT{t�IG DETA(L � � Z' THICK RiPRAP SEE RaCK PLATING DETAII N EW �° � O EMBAhIKMENT FII.TER F�4BRIC F�R �o ��. RC�Cf� PLATING � ��a �� O -- — a�o�o � � FILTER FABRiC FOR O� a�9 � o � RJW SHEET NQ. ROADWAY DESIGN MYDKAULiCs ENGIMEEii ENGINEEa �������i�� .. . �h��� ,� � INCOMPLE E PLA.NS f°�f � D� NDT UBE FOR / W ACaIFtSiTION \dl � PRELIlyiIl�T Y PLANS DQ 1JOT USS FO CONSTRQGTION � � ROCK EMBANKIIAEN'f . . �� . • - -• ..�o ����P ELEV.. NWS +i' � . �• :-;.' . ` = ''�' ' � a iin.,� � —. . _ � CLASS Yl SELECT MATERIAL .,� C� C� � ,� �h14. 57 STQN Ej 12" �TYP.� � � ' ' - � • � a o p ELEY. � � � FT. +/- �ASSUMED I�.W.Sj EXiST! t� G � ,� D �' D� o EMBANKMENT ~ � • . - �a � �-�C-� �o . , � � a � �. _ � � o �°c�a°� o �� _.... ._._ — — — — _. _.._ � Q — -- ._._ _.... � � � . . . � 0'/J✓i %�����%!�///��,vr+{<<���\``S<` �C/ �- - . EXISTING GRUUND LINE �LASS Vf! SELECT MATERfAL � TYPICAL R��K EMB�,�Krl1IIE�IT/R�Cf� PLATII�G DET�►1L l�I.T.S � � S,�a� � .� ► y '"'' � ! i \ a ' CO � - / �►�-rc � Z Q Vf � C O� U m L � a � m 3 � E s. Q v T L 0 � 0 � � -L i � U C 3 O . L O / a �-. c m E c 0 � > � w i � � � � w a . � U � � O � � � o T � m? � E CJ OIY � K-GJUJA a . . � WW SHEET NO. 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U � �� �� �� �w �� �Q �� �� ifl W ...� .�� �� �i� �� �� 1 0 1 0 1 Q 1 0 1 4 � 1 0 1 1 1 0 1 0 � 0 1 0 1 0 1 0 �� , � 0 � � .f I�I��I���$.�C`� ��l�TIE�$� NAMES ANI} ADDRES,SES PARCEL N�. NA1�ES ADDRESSES 1�4 JOSEPH P. RIDDLE, !II P.C�. BC)� �3729 FAYETTEVILLE, t�1C 28345 13 � PRE1�I UM STAN DARD FARlVIS 623 SDUTH EAST Blvd. � CLfI�T�N, �lC �8328 i b . DONALD CULBRETH 427 HtLLS��Rt� St. STEDMA�, �1C �839� P�U�ESS E�IERGY {EASEME�JT� P.4. B+C�X �551 CPB-4C4� �CAR4LINA PC�WER & LIGHT� RALEI�H, I�C �7b42 2� � CANDACE JD CARTER 41�� PLEASANT V1EW DR. � FAYETTEVILLE, h�C �8301 ; 31 RICHARD R. ALLEI�, Jr. b�44 CLI�IT41�1 RD. STEDNiAN, NC 28391 �3 DWlGHT FC11V1 JOHNS�h� 3142 AUDUBQN PLACE 1MIL5C�N, I�IC 2789� , 4� STACY R. CARR, I I I 211 C3 L D STAG E RD . AUTRYVILLE, NC 28315 5b R�3BERT E. QLIVEl� bb4� CLINTON RD. STEDMAt�, �C 28391 . - �����` DIVISI�N OF H�GHWAYS . CUMBERLAND COUNTY PROJECT:3�1�16.11 (R-Z303A) STEDMA�T NC 2�i FROM SR 10►06 TO SR 1853 - SHEEfi OF g/ 36! 11 I�1[�C�I��I�`��' ��l�TIE�.� NAMES AN1? ADi�RESSES PARCEL Na. NAMES ADDRESSES - 8b DOUGLAS BRYAI�T P.a. BOX 513 STEDNIat+�, NC 28391 � 1�4 DEARL L, BUNCE 41� GLEI�IWC�C�D DR. LEXINGTOI�I, NC 2 729Z 113 HENRY E. JONES 8321 CLI�iTO�I RD, STEDMAhI, t�C 28391 li4 WILEY DAYID Hl1�i�II�UTT, Sr. 8321 CLINTQN RD. � STEDMAN, �IC 28391 139 JOHt�! JOSEPH 5TILES 1�2 COHARIE DR. � �Li�IT�N, NC Z8328 � W4Y SHEET NO. RO�DWAY DESiGN MYDRAUUCS ENGINEEIt ENGINEER INCOMPLE E PL�NS DO NOT U88 FOR ! W AC�UIB�T02+T PRELI�iIN RY �LANS DO NOT US8 F� CONSTRIIGTION ��rm�t �ra�ving ,- : `����t��f � , WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent T�mp. E�t��v�t��� i1i1���1��i��� �{��ri�g P�rmanent Temp. Channel Cha�nnel Naturai Site Station Structure . Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. �From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac} (ac) (ac) {ac} (ac) (ac) (ac) (ft} (ft) (ft) 1 69+45 to 70+63-L-RT. Fill � 0.16 70+93 to 72+81-L-RT . Fill 0.11 2 73+00 to 85+00-L- Fill � 4.44 0.53 3 ELIMINATED 4 131 +57 to 133+5�-L- RT Fill . 0.18 5 167+09 to 168+51-L- RT FiII 0.�4 0.Q3 6 178+97 to 179+�7-L- RT Fill - 0.02 7 200+65 to 202+44-L- Fill 0.24 8�` 296+63 to 304+66-L- Fill 2.03 0.02 0.20 300+06 to 305+40-L- 2* 1 72"& 1 48" 0.0$ ' S31.00 � 304+40 to 304+51-L- LT Bank Stablization <0.01 <0. 01 41.0� 27. �Q TOTALS: 6.51 4.02 0.76 0.79 <0.01 572 27 Site 1, 4 and 7 are Pond surface water impacts. �ermi# Drawing �I��et �.�._ofi � ��o . e.� � s�� -� .� 3 � � * � � Site 8 Wetland sta. 296+63 -L- impact shown as a total take due to ditch. Additional impact outside of ditch is 0.02acres. Also, there will be 294 ft of stream relocation. IATN Revised 3/31/05 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS - SUR.FACE WATER IMPACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channei Channei Natural Site Station Structure Fill In Fill in in Ciearing in SW SW Impacts Im acts Stream p No. (From/To) Size / Type Wetlan�ds Wetiands Wetiands in Wetlands Wetlands impacts impacts Permanent Tem . Desi n (ac) (ac (ac) (ac) ac) ac ac ft p 9 c ) i ) c ) cft) (ft) 9 321 +92 to 322+64-L- RT F i I I � 0. 07 <0. 01 0. �2 *321 +58 to 322+98-L-LT Fill 0.07 �.02 �.03 322+10 -L- RT 36" RGP 0.01 322+10-L- RT Bank Stablization <0.�1 1 � 344+83 to 349+06-L- RT Fill 0.08 0.10 Pa e Total: 4.22 0.02 0.15 �.01 TOTALS: 6.73 0.04 �.9'1 0.80 <�.01 572 27 0 * Site 9 Wetland sta. 321 +80 -L-LT. impact shown as total take due to ditch. Additional impact outside of ditch is 0.01 acres. Perrnit Drawin� �h�et `�'° af `�'° Qe..��st � �1 � 3� � � � NC DEPARTMENT 4F TRANSPORTATION DIVISION OF HIGHWAYS CUMBERLAND COUNTY WBS - 34416.I.1 (R-2303A) qTN Revised 3I31/o5 � SHEET 7/ 23 / 2012 � O N � � � � C m a � J Z � � w w _ �i J H � c 3 0 � � t E L N a � w z � 3 m a M 0 M � �o � � � t� �� o� ��� � tn Na Ta� STt,TE �F N�I$TH CA��LINA DIVISI�N �F I3IGHVV�YS UTILITY ENVIR�NI�IENTAL IDERl�'iIT I�L�N CUMBER.I,ANI) C�UNTY NEU SITE-36 SHEET UEP-29 IMPACT: HAND CLEARING [N WETLAND = 820 SOFT (0.019 ACRE) PURPOSE: HAND CLEAR 15' EACH SIDE OF POWER LINES � NEU SITE-21 NEU SITE-34 SHEET UEP-15 SHEET UEP-27 IMPACT: HAND CLEARING IN WETLAND = 4790 SOFT (0.110 ACRE) IMPACT: HAND CLEARING IN WETLAND = 950 SOFT (0.022 ACRE) PURPOSE:HAND CLEAR 15'EACH SIDE OF POWER LINES � PURPOSE:HAND CLEAR 15'EACH SIDE OF POWER LINES� ow R-2303A � �''� NCDOT PROJECT �a ROADWAY PLAN �'o- SHEET NUMBERS 6r N� O 6Z AZ �� � � L{�/./fX1 Sl�BT NO. UBP-1 UBP IS vsP-�� USP-29 NEU PERMIT DRAWING GENERAL NOTES: (1) 'HAND CLEARING IN WETLANDS'IMPACT IS DELINEATED FOR INSTALLATION OF AERIAL POWER LINES WITH BOUNDARY SET AT 15'EACH SIDE OF POWER LINE (2) ALL UNDERGROUND WATER, SEWER, TELEPHONE, FIBER OPTICS, AND CAT4 LINES TO BE INSTALLED BY TRENCHLESS METHOD WITHIN WETLAND BOUNDARIES SO NO ENVIRONMENTAL IMPACTS TO WETLANDS WILL RESULT FROM INSTALLATION OF ANY UNDERGROUND UT[LITIES OF SHEETS DBSCRIPTION TITLE SXBST NBU SITE,ZI xBi% sr%B�� srzs�s xBu srr�6 PLAN SHEET NUMBERING NOTE: UTILITY ENVIRONMENTAL PERMIT PLAN SHEET NUMBERS MATCH ROADWAY CONSTRUCT[ON PLAN SHEET NUMBERS (I.E. UTILITY SHEET 'UEP-l0' = ROADWAY SHEET '10') �l��1 �1:U71 R-2303A Utility Permit Drawing Sheet � of 5 C� � � +~ cov �w M� ¢� t-°- �ti 0 mz NO �W IMPACT:HAND CLEAR[NG IN WETLAND = 2390 SOFT (0.055 ACRE) PURPOSE:HAND CLEAR 15'EACH SIDE OF POWER LINES PA8PAR8D !N 7� OAFIC6 OPr DIVl��� � GXWAYS UTILl17SS BNGABSRIXG ini�ua ssxc�ces cmvrme A� 7J/-99m-� �vr wma�a�rro�. P.a trr�rrr,es sBcrrox �vonvsate � wu�. p.e� U777l11TI83 SQUAD LBADBR PRQJBCT BNGlJITBBR Brie Baiq[am'd U!lLfl�3 PRQ/BCT DBSIQN�t SHEET NO. � � � � � � J Q Z LL J a z � ui a w � � w S � m C 3 0 - � N ORAMW BYS rioN � � � J Q Z LL J Q Z � r N a w � � w w _ � o� � s 0 — � y E O a DRAMJ BY: Nsraucna Q1LY TION � � � � N a w � � w _ � m � s 0 — � � E DRAYN BY: rioN WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 21 168+00 -R- O/H POWER 0.11 34 322+50 -L- O/H POWER 0.02 35 322+50 -R- O/H POWER 0.06 36 348+75 -R- O/H POWER 0.02 TOTALS: 021 Revised 3/31/05 Utility Permit Drawing Sheet -5 of 5 S�'A. 3bS +14.19 BK -L- E11tD T�P PR EC�' �-23.� S�'A. 36b + 2�.75 �T -,U- BEGIN ?'IP OJECT R- a _ Yll- JOIiN NUNNERY ROAD �.._ �� _ _ TA 4 4+ SR 18�3 zZ � Q RIDGE _ ::t � - �o �w _•:: �F- Zoc Y14- LD ST GE �j �:�:. �Y 0= �= Z �� ..._. ��� • ,' .... .... ...�. .ls: •t.. .��... .::::� J� ��O .,� WV� aW tnJ �a } � 6 _ V W ` ,J SOUTH RN v Tn n � _ , � � 1 , I 1 ' " '� �1�1�4 �►r , �sR,= „''a f t ( I �"I;' �� "I`I� (!)I� �: (�}I'�"I�I-I � �� I:'�(�}I: 1 \ �� I�I)I�'I'�I!(�\ (�)I�� 1-liI�1I�_�'�`��.•l�"� �'T6 aTA'LZ P�OI�L"I' 4lR�ELVCE NQ ��� R-23�38 �J[ATE P�Ol.N0. %b�IlObNa 34416 .1.1 ST P N H F-F-B-� � � � . � � ��� .1�,� ,� � Zo�3 ���� ���� �� �� . . � � � � f �.,..t f •• k � L��A�'�a11t; 111� 2� 1�RQM WEST QF S�t 1��3 �J4�:�T11t 11�U11t11tERY R�A�3j permit Draw�n g T� L�T�ST t�F �I� 14�4 �D�WDY R�A1?} �heet.�_�fi.. � T YPE O�F W4�tK'; Gl2ADl1�t�, .D1�4���t �E, .P�t T�111t� A11 tl� S�'� U�T �1RES ::��:: -:�:: ::_::: _ �� .... �� �::�� � _ _ _ - 43B �� �j: - �: � r� ~:�:���: ��� ^.��:: � -l� ST STA. 445 + 03.90 AH � � _Y1 �_ ALITRYVI LLE RDA[ '�' NC ��?� " � `7' N I�� - `v 14 1 77 . � �>>- ,"'} -i-�Nc : � o� � > �:�::� -��:: � ::::: �: �.: � V U - 7 "_�' . W ZW . OJ ::.�� �=. -L- TA. Z + B � � � J SR 414 �� ::,= �:i::, =_: -LREY- Rt�T STA. 387 + 24, 71 AH c.� a> �t ' Q �a� -Y1Z- D STAGE RO Y��:` �`: . - - T W � ;;r: . BEGIN BRIDGE � a � ::::: _:::� :: ... .........:..: .............��.._..�__.. � ....r.: ::::� �•: r �^ �::.� ••.•: ;.: •� ��..: . iSe::::::..� ..:.......�: m �^.^�......� ::.� �........a. � � ::i: SR 125b . _�:=� �:� = � :?..��........�. . . � : ::::. � A R O RTI O N O F TH f 5 P ROJ E CT I S.1rV1TH I N T H E �� ���-��--�������-���������-��-�� ������� � _......_.._.._..... ...._._. _ _�::� . MUNfCIPAL B�JUNDARIES UF AUTRINILLE. � - . ::h �.�� ::_ . �.... t..: - THIS IS A L11v11TED AND PARTIAL CONTROL OF �� �`����� � � r.•.:..: . i•� : � :��• .... .: ; ACCESS PRC3JECT 1�V1TH ACCESS BEING "r�:":� . . LItv�ITED TO THE POINTS AS SHC�WN C�.N � - TH E PLANS. � � �. - � CLEARIMG �N TH1S PR{�JECT SHr4LL BE PERFflR11�ED TO THE LIM(TS ESTaBLISHED BY IV�E�HOD ifl. � GR14�°�T�C SGALES DESIG11t �ATA PROJ�Cfi LE1Mt�TH 50 2� a �a �oo ADT 2�10 = 13�2� ADT 2030 = Z2fld� LENGTH ROADV►/AY TIP PRt7JECT R-Z303B = b.b28 lV�iLES PLANS pHy =�� a/o LENGTH STRU�TURES T1P PROJECT R-23038 = 0,2b3 MlLES 50 25 Q ��0 100 D= b5 % TOTAL LENGTH TIP PR�JECT R-23038 = b.891 �V41LES T = 9 % * PRC�FILE tH4RIZ+ONTALj V= b0 NIPH �o � a �0 20 � TTST 6% DUAL 3°�� FUN�. CLASS - ARTERIAL � • � PRC� FI LE IYERTICALj TI E R-STATEWI Q E �+���- u� \SR 141 Q _� ��S SR 1 ,� , . �.. Prepored in tt,� Office of: DI TIIS��� U� I�I��LYA �'S 1�00 Birch Rieige Dr., Raiei�h NC, 216I0 10t16 STANDARD SP�CIFICATIQNS RIGHT 0� WAY DATE: GARY L�VERING, PE MARC H 2 9, Z d1 � pROfECT ENGINBBR iETT�NG DA1'�: KEVIN E. MQ�RE, PE J U N E 18 , 2 01 � pROJECT D.&SIGN ENGINBER �YDRA ULI�S E11�GINEER P,� ��: R4ADWAY DESIGN ENGINEER � ■ 0�� �5��' R/ DIYIS�ON �F HIG�IWAYS ' STAT'E aF NORTH CAR4LINA Q� �4� �, ���� c��� r �Z : � q s � � �bp �� T411►�4��� A.B. TS 1•IIGHWrlY DESIG11t ENGINfiER i DETAIL A LA RAL BAS QITCH ( NOt tD SCCbI N -�- Sbpe oun � p �j�? Pfft. B �11n. �= l.0 Ft. B= 2.0 Ft. _ b= 2.0 Ft. Sta, 4Q4 + 31 b 406 + 5fl -4- Lt Sta, 404 + 1� to 410 + 00 -4- Rt Sta, 4Z6+13 to 4Z$+3S -4- Lt, Sta. 431 +38 to �36+00 -f.- Lt 5ta. 438 + 00 to 438 + 00 -Lr Lf Sta. 46Z + 50 to 480 + 30 -tr Lt � Sta. 487 + 00 fa 503 + 00 -Lr Lt S1a, 494+Z7 to �03+OQ -4- Rt 5ta. 49Z + 77 to 494+Z7 -Lr W Sta. 503 + 30 ta �13 + 00 -Lr Rt Sta.514+40 to 323+00 -L- lit Sta. 503+i9 to 5Z0+00 -Lr Lf Sta. SZ3 + 5fl to 516 + 00 -tr R1 Sta. 551 + 50 ta 83� + 00 -4- Rf Sta. 533 + 00 to 554 + 00 -Lr Lt Sta. 58b + 3G to 538 + 00 -Lt �f Sfa. 558+50 fo 561+50 -Lr Lf Sta, 561 + 7� to S 73 + 00 -Lr L1 Sfa. 56Z + 00 ta 567 + 78 -Lr fif 5ta. 3a7+14 to 394+�Z -L- R� Sta. 607+�0 fo 616+�0 -4- tlf Sta. 617 +30 Fo 6Z7 + 70 -4- Lf 5ta. 840 + 00 fo d46 + 00 -Lr Rf Sfa. 670 + � S to Q7Z + 00 -L- Lt Sta. 68Z + 13 fo 683 + 30 -4- at 5fa, bae+13 to 691+54 -lr Lt Ti� to Y�3- Lt dikh Sta� 696 + 60 to 701 t�0 -tr Lf Sta. T14+.�4 to 713+97-1r Rt 9�a,11 +31 to 14+OQ Ytb- Rt 5tc�.11 t 10 to 13 + 00 -Yt 6- Lf 5ta � 13 + 4b to 18 + 64 -1"13- tt Difch Shauid B� ct Z�ra Dep#h DETAIL L 9ERM GITCH � � i Net +e Scol�j � � 10 + � �o,o� v.c. �'� c � Mln. D� 1.0 Ft, 67� +50 TO 5T�►. 676 +00 -L- Lt D TAI � o FALSE SUt�P � � trot to Scws� o 0 � Trcff�C b� {� `�� 20,� �Z�f d ._.. S � �t S= Ditcn 51ope € Prcoosea Ottcn FRaM STA. TO ST.++. D TAIL SP A U I7CH c Hot to Scd�) Front f tCh N t � +►+� ax�ce� pe � ' ,� o � uln. Q= !.0 F+. Stc. 3d7+80 to .371+00 -L- Rt Sta.374+10 to 376+10 -L- Rt Sfa. 374+10 to 375+Z8 -L- Lt Stc, 377+�7 ro 382 +10 -�- �r sta, 3e•�+3o ta 3es+3o -� �r S1c.419+32 fo 42�+08 -L- Rt Sta. 448 +31 to 46Z + SO -L- Lt Sto. 373+Q0 to 574+13 -L- Lt Sia. 374 + 30 to �76 + 73 -lr Lt Sta. 576 + 77 to $94 + GO -L^ Lt 31a. 393 + 9T to 680 + 00 -Ir Rt Sto. S9b+00 to 611 +00 -L- Lt Sfa� 600 + 30 i� 683 + 92 -Ir Rt St+o.811+a0 fa b1b+C0 -L- Lt Sta. 616 + 00 to 63Q + 00 -L- Rt Sta. 6� 7+ 70 to 638 + 07 -L- Lt St�, d3lt07 tc 639+30 -4- Rt Sta. b36 + 8Z to 638 + 00 -lr Lt 3ta. 638 + 3Z to 641 + 00 -L- Lt S�a. 643 +3S tv 64b + 00 -4- tt Sta. 646 +44 t� 64n + 00 -L- Rt Sto. 631 + 00 to 6S4 + 73 -L- lt Sia, 673 + 30 tc 678 + 00 -4- Lt Sta. b74.+79 to 6Ta+50 -L- Rt"• Sta, 879 + 00 to 681 t 90 -L- Rt" Sta. d8S+50 ta 687+00 -L� Rt Sta. 7G1 + 58 to 703+ S 0-L- Lt 5ta. 701 +00 ta 7G7+13 -1.- Ri Sta. 7a4 + d0 tv 710 + 80 -L- Lt Sfo. 717 + 73 to 7�0 + 3Z -L- Rt Sfa, 7�1 + 00 to 7Z3 + 63 -L- Rt Sfa, 7Z4+00 to 7�7+50 -4- Rf Sfa.13+11 to 13+98 -YIS- Lt. Sto.13 + 11 to 14 +43 Y15- til. s,a, »+oo t� �a+3o ��- �+ sf�. »+oo to �e+3o �3- �t. Sta.14+4Q ta 17+00 Ylb- Rt Sta.18 + 73 to 14 + d7 Y19- Lt Sta.18 + SQ to 19 + 90 Y19- Rt Sta. Z1 +14 fo 94 +30 -Y19- Lt Sta,�1+99 to �Z+SO Y19- Rt Sfa.11 + 31 to 13 + 40 YZO- Rt Sta.1� + 30 to 14 + 34 YZZ- Rt Sta.1�+30 fo 14+50 -Y42- !.f Sto 10 + 79 to 11 + 94 Y7�4- Li Sta 10+39 to 11 +03 -YZ4- at 11� tC -L- L711Ct1 '•Outl�f �n Nafural Graund outiid� af wrtiands DE A A I� G cH t Not to SCoN) Shoulder ghoufder Polnt 9 Polnt /Q� ep^ ���0�,��� � � Sta. 3b8 + B3 to 372 + 60 -4- Med Sta. 379 + 73 to 380 + 1a -L- 1�Md Sta. 44b+ 99 to 4b3 t 3d -4- Msd Sta.491+01 �a 448+0� -4- Mad Sta. 538 + 89 to 346 + 08 -4- Med Sta. d74+40 to 67�+00 -4- M�d Stc. b98 + 75 to 7CZ + 90 -Lr Med D ET I TOE PROTECTICN jHe+ro see�•j cRouNo b t��.�' � d b� � b 4 Ft; ltorL Typ� o� Lln�r� 'SRM � Sla. 8�4 + QO to S58 + 90 -4- Lt sto. t�+3o ro �4+a4 �s- �r E ar� STANDARD 'V' dITCH ; Not to leal.J Greun Grov� D d � �tlh� hb�+e Mln. D� l,fl Ft T ef Linar� S Rt -Ra �. �• 1.Q k FIiOM STA 391 +98 TO STA. 393 + 73 -LREV- Rt FROM ST�, 391 +9s TO STA. 393+40 -LREY- Lt FIICM STi�. 401 + 83 TC ST�, 40� + 85 -LREV- Rt PROM STA 401 + 75 TO STA. 403 + 87 -LREV- Lt �ermit Drawing Shee�__Z__�f� TAI D STANDA D BASE DITCH c NOt to Scde) N t r 1 N t round � •�� round in. D= I.0 Ft. � B= 2.0 Ft. STA. 613 + 79 -4- Lt ST,�, 666 + $7 -4- Lt STA, 419 + 40 -Lr Lt STA.11 + 50 -Y17- Rt STA.13+00 fa 1.4+50 YZO- Rt STA.13+31 YZZ- Rt Pfp� or Dlfe OuN�t A � 3eour Hol'i{( baiin npotihi for ciority} PR0IECT REFEtiEMCE NO. R-23038 RMl SHEET NO. Rfl,4DWAY� DESIGN� ENGfNEER 1 DETAIL E LA ERAL BASE DITCH t Not tp S�ate) ft� •r� Slop� rand D �/ t. �Ain.O= b0 Ft. 1AGu. d= I.0 Ft. B= 2.0 Ft. b= 2.0 Ft. Type of Liner= PSFt�I • sta. nQ+00 to 712+0a -L- Lt TAl F C.ATERAL 'V' DITCH c Not to Scds) N t I �--� � Sioce OURd , -�-- l,Ft. 0 lAtn. D= I.0 Ft. b= 2.0 Ft. Sta. 3T7+43 fo 38� +ZZ -L- Rt ETA1L J SPECIA A E DITCH � tNot td ScaN� N� t ��c�,�0c oi a; Grama Q �o'� �o� � �Itn. D= I.0 Ft. 8= 2.0 Ft. Sta, S�b+OG ta $37+5U -4- Rt Sta. SZ 8+ 3G to S4Z + 13 -4- Lt Sro. �47+37 ro 633+00 -4- Lt Sta, 347+37 to 3SZ+30 -Ir tlt pREFORlV�ED SCOUR HOLE `NOT TO S�ALE P1.�N VIEW IN57ALL L6VEL AIVD FLtJlH WITH NATURAL GROUNd A � SECTION A-A � �IrE (d � 15" OR 14"j 1' MtN. - 3' MAX, �SIlM IMFLOW = GRQUNO WITtiN T�Y�E 2 sFILTER FA6AI C � B� MIN,1' TUCK STA. 4�4 + 7Q -L- Rt STA. 476 + 60 -tr lf STA. S34 + 30 -l- Rt 9 - d it D - t ft W - 4 f4 aae SHEET NO, �� 2-G FIYDRAULiCS ENGINEER Z � � C � � CD L N n � � m _� o� c� E s S- o� n N � � L� �L � I � � � ocu . ���rc � PROJECT REFERENCE NO. SHEET NO, R-Z303B 6 WW SHEET NO. f�OADWaY DESIGN HYGRAULlCS ENGINEER ENGIMEER P1�ELIMIN�.RYw �LANS _N * � � �� DENOT�S M�CHANIZED �` �` �` LEA ING � � � � DE C� EA�ING �D 50' 0' S0` 100' t50' GRAPHIC SCALE I' = 50' � �� �• r •• a • I � z 0 � �- - -�- / ,--_.� �� j ( 1 �� � � � 1 � � .� �/ � / --` 1 � � j 1 —_ w� - / � ` ( ` / / / / / �_ \ � % / � l / �/���� � � � � � � � � ' � / . � � � / � ���� ,/ � � � �` .� � � � � � / � � � � �� \� ��\�Y \ -" � � % � � � / � � � �,� -,. -,.� \� `� � � � l � \ � � � � � � -1 -��� 1� � �- � �— �.. � � � � � — / l � �� � �1� L ~ � � � � � �' / � L✓ \ � ` ~� f �� } / � i J ��� � }� �� ���� �� � / \ �� ��'� f � � � I �- ` _ � _�. �� � � � � � � �. � / � � 1 � � ���_.���� � �� �) � / / � �.,— ��`� / / / \\ � �� / ir � � (l ) / . � '` � � � � `� � � \ � � �- ( ���' \� { � � � � / � � � � 6 , \ ��� � � ` j � / � ~ c � � --� � l � 1 � � / � f � � �\ � � � �.1 � � � � � � . l � � �TS \� 1 � _ — — -, � / � �11 a � � ��'�.'� � � � � �� / // � J � � � � 19 � � � \ �/// � \1� l ' � (((/ \ / �1'�' \ \ \ r / � ��c � f � � �-- l i ROl NUN RY == �� -- --,. �, � � I � � ` ,1 �� � � � 1 � � � � � i � � ��� �� ,. � ��, Jl � t �- ...� �- .� � � ��� � � / � 1 � � � .-- � i � `. ���' � � ; � { �. �-- � �� \ � \ � � c, � � � ( �' — / �� \ � , � — , 1 � � � � � � � � �`°' 1 � � PROJECT REFERENCE NO. SHEET NO. R-23Q3B G R�W ShiEET NO, ROADWAY DESIGN HYDRAULICS ENGiNEER ENGINEER Pi�ELIMIN�R� PLANS DO NOT USE FO CONSTRQCTION � �� �� �� � I � � -- 1 � � � � J � ,� � � i �- �- --- � / 1g � \ � � � � � . r� ,. I � I. � � � '� � � � i � � � � � � / � � �' . 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REFERENCE NO. SNEET N4. � R-2343B X-3� � N \ � 10 1Q 10 10 10 10 1 1 2 10 10 10 10 10 10 . _� - . . � STA 4� + 87.b9 , 0. 10 Q.040 aFF 4.80 . 0.010 6;1 .b3� ;1 . 0, 040 �.1 3 . �l , � --- -- — -- . P. 129. 0 --- — _. � , � -- --- .�, — �. ..,� -.� � �,. _,_. � , __._ � — _,_, .__._ � _,_, , ___._ _... 14 .33 . . . ---.,. �_ � � � � � � S,S.119, 5 . � � "�" � 7 . � � P rm it raw� n �. . !� S� . � ��t �f -LR Y- STA 42 + 50.04 4.0 4 0.04Q 0,010 OFF 0.00 , �;1 0.440 b .� 3; �_ � D,P. 1Z .71 _ _ ���� __.. � � -�-�•_. .,r-•- - -- ..� �� ,..��.. .r� �� "� r.�'�' +�"`�. ^�-.■..� . �� �r� � .� �� �� �„� �. �.� • � S,S.121.01 2�'�'�Q.� � . -L - � � STA 42 + D0.00 0.01 0.040 OFF 0.00 , , , . a '� 3' � D. P. 1 7, 65 , �+ � � � � --�. ,.,,. � . .. . � � � �� �� -- ---- ---- -- - - -- - -�- ---- + -- -�'''' � . 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Perm t Dra�r n - _� _ � o.fl�o o.o�o oF� o.ao �,1 6:1 .b31:1 0,040 � .0 �� 1 . ,. . �� ��� � ` V� �� �� i �� �� r� �� �� ��� `� . �� � 1 � , 7 � ~ ~ � �`' - �~ �s 4� S.S.12 8 2�4~ ~ � _` �' _" --- -. S.S.1�8.5 `- � 27+��. . _� _ 0.044 0.010 �FF 4.00 �;,� 6:? 5.63�;1 0,440 2.0 � � 3. � �� ��� .r.+� `� n.�� rr� �r� �� /�� �'rr� r �. �+� �r �� � �� � ��� �r.r ...rw� �� �r �� �� �� 1 . 1 � ~ -~`' �' iz .eb � S.S, 12818 � � �--- __._ �,. ,_,,, S.S.128.7 2 '+"' -^ � � ��.�� ` � -L + . 410 Q.04Q OFF 4.40 . �,,� 0.010 6:? 5 b3�i:1 0,040 � 2.0 3. . � , � ""' - ~ -- D,P. 13Z, 10 ���, . . • � rr.� r ��r . r+.r •�r ' 12 . ' ,." ,�� - ___.__ _.._ �- _- r. _._. -.- - .._. � S.S.1Z8 33 iz .ea `'' � S,S, 12d, b � ---- ,,..�,_,_, � _,,, � _._. . .. -. . ... ... .� 1 -f- . STA 42 + 50.04 � O10 p.p,44 AFF O.flO . b.� 0.41 � 6; j ,631:1 0.040 2, . 7, .�. ___. ,.. _ _ ._ .� .� � � ____„ o.P. �3�. bo � ` ' � � � � 1J • �� �� �` �� S.5.1 8.45 �~ "'"^ �~ .._. --� �� — --- _ _ , --•. 11 .79 � �--`� -- '""r ""' � — -'_ "'"_ � .� � � —� — � STA 42 + 0�,00 �. 10 4.040 0,010 �FF 4.fl0 . 6;1 ,b31:1 0.04� � �. . ' '1 , � � � ` --- -- -- -- -,.._ _.__ � D.P. 129 1 � . _" --- -- �... r-_... � /�� � ~ `` � ""'.� . �� �" „/ . "" ` _ ...._ �.. - - _.. - - - � —�. L � � S.S. 1 O.b1 ' . . � � 2 b � C��, � � � i i JL n� - +, i � � �� l� r� ;E 14 1� 10 1� 14 10 1 1 2 10 10 10 10 10 14 " '^ - - N L O � N + , � N � rJ � \ C ," n o- PROJ. REFERENCE NO. 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SHEET NO. � � R-2343B x-88 � , � 1 4 1 4 1 0 1� 14 1 0 1 1 Z 1 0 10 1 4 1 0 1 0 i 0 �'e r it Dra � n She t of m � � 0.0�5 0.0�o a:� 6:� a.ozo a.oz5 . 3:� 3: � ,-�- " ""' .P. �1.845 �- � � ---�- -- — — -- . -^-- -- — �. � --- --- — --- — --- �� � S.S. 146, b u.�b S.S. 147.49 � 42 + ��,� 0.025 o.o�a 6:� b:� o.o�o o.o�� 3;1 3; � . . /+� -`. � � ' ' ' / '' P 51 72 6 ..— �� �r �� .� � �� �� � r.�.. �� �� � �� �+� �r. / � � • +�'�r �'rrr ���� � �� � ��� rr.��� � �� . i� .66 . S.S.147.32 0,025 0.02� 6;? 5.8b4�� 0.�2 0.02� .S.147.�0 Z,0 ,�,1 3.1 _._, _ � /'" ~-` `" D. P: 1 �1.593 � � � _--- — -- — � � __.. ....� � ___• w� J r � �--1 �, ___,_ r � _____ .r,. � �.�. r .�.. _---- � . � A,'j ^% � 1�5.30 ^* 14 �79 S.$ ��%��9. , 0,0�5 0.0�0 6: 5.5 '� �.� 0 0.025 a � S.S.147. b Z.4 a:1 3, � �� -•_• �, �. �� �•... �_ • .�^ ..��. �� .�. ..�. �. ...� ��. �. . ' � 6~P. 151.098 . ~'' �" — � � � ~ � � 145.27 � u .�z S,S 146.90 �,'� "'�' � . � 0,0�5 0.0�4 :1 .385'� - ,�20 0.0�5 z.o a�� __._ _.._ �,1 � �� wr� �� � �� r �� �� � � _~ ��' . �..� ' �� � �� �� � ' ' � ~15. . 150.b 2 "'--- "'" +' _.-- ....... _..._ _.._ � 145.2 � �� .96 S.S. 47.10 41 � �.� O,OZ 5 O.OZO ;� 5.345 �� 0.025 S.5.14 .43 � , 0 � ;� ._._.._. , 3; I - - - - - -- / �-' ` .�""' - - - - ------ --- - - -- . , ,P.� 38 �--- .._.. �— � � 145,2 � �.� .� S.S, 1 7.37 4�+ 3.3 L i� +-� � �.� N ' � E 1 0 i 0 1 Q 1 0 1 0 1 0 1 1 2 1 0 1 0 1 0 1 0 1 0 1 0 �p N � O +. N � � � N � \ � � C� � a� 3 E a � a T L i CD r� O M N _ � / � � C 3 a L � � fl � C N � � 0 L > C LJ..I i � F�- � � � � / � U N � � C � � � � U � x I � � X � � _� o� c•� E . S- 0o a N � L TN �L � � � �J �m� �� E oN � z L �c � PR4J. REFERENCE NO. SHEEf_ Nfl. R-23036 X-95 10 1� 14 10 10 iQ 1 1 10 10 10 10 10 10 . P� m tt Dr wi r� � ��t ef �5 �f � 2.0 3. �.025 d;j b� �.02� . ' 41. ��• �� � �' •� �. �- ^- �. -•--- ��' �� �� �� �� �.. � �.� "'"�-.�+,. � -�- .�� � ���� � .�.� � �� �` �� �.� .�` 140.Q0 • • � � ' ' 14 ,� ' � S S, i40,93 � �8+��.0 - 6.'1 o.oz5 6:� 6• o.o�� -- -- —. -- — 4:� �.o _____-- -�—. � � �� � � �� � � _ .___ � ._ _.. . . . D,P. ��c ��,204 .' � 38,88 � S,S, 1 0.73 ��'�"��.� �,'1 �,OZ5 6;� b� - �.OZ� . � 3; � . 2 _ � _ � � . — ,,.� _. � � � `� . --- -- -- — — _.— — __._ -- –.— ._._ ---- � ' ' . D. . 43.392 , ' - u .s� � 1 2 � . S,S. 14{}.9 � � - �7 '�" ��.� m J . � � . � 0.0�5 . �;1 6• o.o�� 3' 3 � ' 0 _ �� . . � �, �" �_ -- -- ____ � � -- -- -� �.. — — — �. _ ..._ ._- -- / � . ___. . . . . . i4 os ' � ' 13 . 6 S. S.141 19 �7 �' ��.� m m � � � � 3, - 0.025 �:? b' O.OZS �1 �� � �.o � �� � � � -•--_ r..�. ,_,� -r-•- � � o..� �._. - � o � ---- ---- / ""„' --- -.�.. �� _� �� . . . . � ' ' ' ' 1 0 i4 54 $.5. � � �Z6 � �� � ���� m � J � � � 0,025 6;l b� 0.02� � 3', _ 5 ' t . �,�, �� �� . . . ..�..--- �'�" \ �''' '�^.►,+, / �. �-� �-.�... -i-�.. + � � .�� �� .r� r� �r� ` �.. . � � �. ��.., ��. .�� . . . . . . - 5b +���.� . �� � 1 a 1 4 1 0 1 4 1 4 1 0 1 1 Z 1 0 1 0 1 0 1 0 1 0 1 0 ;� J ' MT� 8 � �' � w O ~ DK � �t x i � � -- , � � r pNo� I � � f .i ( � _ _ so„ � ��9 . _ � �J'7 SOM840N J. KACHAEt�CHAt DENOTES IMPACTS lN SURFACE WATER � • • • OENOT�S ME�HANIZEO ` ' ` LEAR NG . , . . 50' 0' S0' t04' �54' GRAPHIC SCALE t' = 50' ��NOPY • � bl SABRA TYI�ALL ' PROJECT REFERENCE Na. StiEET NO. �' R-2303B__ � ;` . WW SHEEf Na. ROADWAY DESiGhI HYDRAULICS � ENGlNEER ENGINEER Q' t�5 � ' 4 �� � PREI,IMIN RY �Lt+1NS i Z � I}O NOT USE FO CO,�TSTRI%CT70N � � ! � ' I � � . . , � �cY►�e� �s�13 Permft Draw�n , � � f � � .�Gr 5 � = S h e et_.�___._�f...� �' �/' ,f d �l �� J � �LDA HALL 1J.AT Tt�NS 1 �I � / / �, � I �X� � I�� I T O 48' WW I A l j�:. D /,,, \ cn � Z ' 0 � w � oc � �j 'J ,-_ ..�ao" "'.. .. . , ;.z �.,. �.-. �'' .. «� .. . _ .. ;� � 5 . . f �. ,+6 � .. ,,, �, �^^" 4� % „'^n'^" . . � .i..l� ty✓ .w a„I. �...r�^" "".-r+•:. ^^^� nw " .�L'� • .. ���`y • IJS.•w.....v„ � ��� .. . .... ��..�' _«.+ .iw... rc.v ari::...�.... .....i...�.. ....."'"'".. .c'ir`f^� iw..w�.Kv:.Yr i��..h "� ..+�� �. ` ._ ".......'�"'�" "'"`—' �,M..r „«..,... .,,,,�, .,-,.�• '�- � ` . �„� ��� ��\ $ ; ,, ; �6 fM �., j. _. --. . ..,.. ; � ` , ` ;� . ' � li� r,,,�":; • . ' O f w.. .w . 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SABRA T 1rNpAl L ��s � ' w � W � . `4 •� ..::=��u-: : : � � . . � A I;' J f i�' � 1 , .. \ . . � . . r'� ���'}"_.... . . : �' : /r� . . �,. .� DENOTES lMPACTS IN SURFACE WATER• • • �� � DENOT E�S MEC HANIZED � ' ' CLEARING � • r • 50` 0' . 50' I00` 150' GRAPHIC SCALE r = 50' �' ' � � � �]e o. f U ,ti .,-y ...,��'" � .;, �r 5 .t ;. 'Y� � � . ,.. \ �;'�� \ '� -..,.. �'w., � � � , ''Y"' � � AC ESS NT �N''''"� � � RlA RAP — � �' — _. � �� � OT��i.�E � ' _ � • 1 SY G�QI'�;tTl� � a � � - ... . ........ .. . . . . .. . ..... . ,:i . ........ .....::.:: :.::::• : .,��. .... pE� ��y�:cor�c:::�.:::::::::�::::.: � : t., . ....... :.� .,,.... � ; w, -..i �.,. � ... .... ... ... . �,� ... . . . . . ���. ..:: -� ..... ..... ...... ... .. . Q _ ......... ..... . . ........... 2G! �•z,�. . ...... z .. . � . .. . .. .. .. .. .. .. .. .. E"" . . . . .. . . . ..... ... ........_. l.,�..t .,.� � .. ... . ;. t.l.,i � t!� %� - _.� ---- -- -"� c� � _ F tt.3 ,a �g � . J .. . � =:4 �r/ q. �,'�V. - ����.:,,�� � ME�rER � � �t, . � � _�."' `_ ..•.i��....a `".. � . . ~�•;�i, ^" i� ��MY� � �. ���� 1 ...� ^ , . .:� � � i�., � . ��� � ���a � ...� . ..,1 .._ ,,.,._...�:. '0 � _ V f? 1� .�P ' ; PR0IECT REFERENCE NO. SHEET NO. -� R2303B 19_PFL _ ROADWAY DESIGN HYDRAUIICS ` � ENGINEER ENGtNEEfi INCOMPLE E PL.�NS Da NOT USE FOR f F� :1C.QUISITION Q � � ���� � ���� PRELIMIN RY PLt�NS '•��, �� �� /� � DO NdT USE FO COt�STRUCTI�N � ��� °� � �� 5� . - i ♦ i 1� 10 _ � S A. 5 b+8 -L- GP. LEV = 1 6.2' SKE = 90° 6. :� :� �� � � � 140 - -- - -- �' - � ---- -- 30" R P � ,� 3 6 R C � ` EXISTIN BED � b ----� �— -- ,� 1.0% �30 � ��� , �� - �� �r� . . �r���� ._.��t � ��� ��� N � O +. N � \ � ^J Y NE �� � �' PRCJ. REFERENGE NO. SHEET N4. � N . R-23a3B � X-1 a1 � �a �o �o �o �o �o > > io �o io io �o �o . . 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( � � � � � �WETLAND ��� ��. ��,�� x :,s•. � � L-ti. � �� c �` : � �i _ J 1 � J / � / , ( ~g . t, ` �: 3 - � '� � _ -� , -� � ' \ � ' �. �. + CD i-- J\ � g �,�� ! f Ii f �� �;,� �': L �� � � � J � � � � � f � � . � * ! , M D E tr10 T�E�S E M�E� � I Z E D � ..��:..,�. ... . �, a �-/'f '� / ` � / \ / . � +� � � v � � � � , / � � � �� _ 3 / / �, 1 � l � r DENOTES MPACTS IN � o , ) q,`, �, � j � , � SURFACE �WATER �., l N � � / � t ��` � � 1 % (POND) � / � �. ! �� , / � � � 1 �� � \ � / �- -� J� / � ( � � 50'- -� 0' S0' �' i00' � 0' \ ���� � > i � � , � 1 � � � � � � � ,� / r � � � • � � � , �� � � , � � � � , / � / GRAPHI SCALE I' = 50' � / �� � � � 1 ��• <� � �. ....� � � = ` � � / � J % � t � 1 � z --) �y � / -�- � /`� / / \ 1 �. ` i� r- \ �� � �5��� j �� � � �� � � � � � / / O` � / � P� � ' G� � o� � � $ � Permit Draw�ng Sh�e� `�� ��� SEE DETAIL B � PERRY F, �UT�ER `�� � , „ �. LATERL 'V D1TCH � d / t�- Sta. 12+5� to 14+54 -Y22- Lfi / � � — . / � i AlJ E �� �tlE A�i� A U'� � „ ; .� � � ee D a i I"K" See ta � 1 A A`V�/ Lat al 2' Base Ditch � TC) R�TE CTI �3 �I � Sta� 6b 15 to 67Q + 2� -L- Lt. . 670 +�5 to 672 + 0� -L- lt . � / � _ - EXISTING R/W „ . 2 i � � --- __._ --- � --M-"' . ..�.�r ^"�� . .i...� '�"r1� CL B RIP RA� Est.5 tons 14 yds Filter Fabric � 8�B O` . � KELLY Pq rRCJECT REFERENCE NO. SHEET Na. R2303 268 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGIhlEER ENGINEER INCflNIPLE E FL�NS DO NOT USE FOR /�► ACQUISITION P1�ELIMIN RY PLANS Da NOT USS FO CON3TRUCTION PUE PUF ` � � � p1JE : � � � � � i ' � 1� o� �` ` �'- ���p -~ -- .._.,. . �- -- --- _ � _-,- , � �- -- -- __._ �+`.� `_ ^` �� _. r� +� ,�.,^ „�� �-- `� �� �. `` � / � '� _~ �� •� . � •-`� �.r 'NWAY � � � � a � _- �. -- - - _... ..� � 1- , � �� ~� 1 ��� �� ��� �� r�� �� � _ __--- �..- --- � � - � �- ---- �" � r --'' � � /��0 / � � � / / � \ � __ / 2�' 0' 25' S0' 75' sca�E= ���=�o� � F F DENOTES FILL IN WETLAND ��. �,� �,� � DENOTES MECHANIZED � � � � CLEARING DENOTES IMPACTS IN SURFACE WATER (POND) 2 G! \��P , T$„ R�1 p- 11t `L ~' � o � �Q aN GEAR � CA?-� � -- -- ----- —"'" -r�.. _ �� ` -�. ,--.. � � C L B R! P RAP W/FlLTER FABRIC EST. 3 T�NS See D EST. 1 b SY FABRIC 5 ecia p Sta. bi � a� 3 i E � a � � T L m � O � N � / � � C 3 0 � 0 � 0 �- � N C O � > C w � � I"� G � W � / � U N � � N � ON } T � � v N � � ��, � _ � PROJ. EtEFERENCE NO, SHEET N4. � R-23Q36 x-142 � � N \ � 10 10 10 10 10 10 1 1 2 10 10 10 14 10. 1a P ' ' � o.o� o.o�o "' S�ie�t �� s� J • �,;� � a:1 5. g4'� 0.470 � � C� � � ` ....._ : -- D. P. � S. 109.10 "' "' -- �. ___.,� ._.. ---.. ""' "" ~- --- --- � r' . '� ' 1fl .42 '�-.- _ � ---.� ...._.. _ � __. �..,,, -._ --- -•�. s.s. io .a9 `~- � --- .�. . � � m � � o. o� o, o � . �,1 �,1 5, gp:1 fl.070 � � . �. � � � .�--. _,.. „ � -�_ .� � S.S.1081 Q `,_ �" _ ` ` _._.. � ....."' �-- .� � 10 4� `l� -„ .�. _ _.. _ _... -- -- - � � ` � . � S.S.103 4 � . 4,OZ0 Q.070 - � � , � . q�;1 b:7 5. 9� `� fl.070 � ���_ � � . `-- —.. ,....�..P. . 5 S.S. 08.95 -- --- -- -- -- -- ---- .,,,, � -� --- -� -- ---- -- __._ _ _�. �. � �. _.,_ _... � , ..� ...._ � . o .z — S.S.103 6 . � � . @a � � � . � o.ozo o.o�o . '" � 6:? 5. 9�'� 0.07Q � .` � V! . _._....,_.r � "' _.,_ ____._ D..�P, 1t.4� -- -- -- ___, -� � _... , �� _ -� / -- .� "� ~ ---- -- — -- --- __._ _.._ �. � � _ � _.. ____ �o �a — S.S.103. 6 . . N � . z 0.020 �.Q70 °° � o,o o a o�o a.a�o = � � . W -.�. .,.�, �,,,� � �� �,,, � � W _ � � � �� �� �..�..� �.,,, � / „' �_ �_ _� .� ....� .�. T `` -� �� � �..�. �� .�_ _� �..� �,� �� �.� i 10 .09- - � � .S, 103.b9 i Z � � � ' ll � � � 1 �*��' • - ' � �� 7� �� 1 0 1 fl 1 0 1 0 1 0 1 0 1 1 � 1 0 1� 1 0 1 0 1 0 1 0 JE � �D � � PfiOJ. REFERENCE NO. SHEET NO. N � R-2303B X-143 � � 1 0 1 0 1 0 1 0 1 0 1 0 � 1 1 � 1 0 1 8 1 0 � 1 0 1 0 1 0 � P+er it Dra in ._ ._ _ s, , 114.�4 ;� o. o . � e t � f !� ". ,_,_, �, , .�, 6 43 6: � � � �� 0.045 � �., . � � __.. _.,_ ....,_ �. _.._ �. 3• � ...._. _,... _. _ . 113.6 __.. � �_ -�— --- ___.� o � � � � D.P. 112.2b _ _� 5.5.14 .91 � -- 72 34.1 . m . J � 2.0 �,;� , 20 0.053 � - �3'� "� � --- -- — --... .,� 6.� 5 0.053 r" ._.. �_ �,,,, �„ � . � � . � , . -- �.. �. ...._ � �, � ' 1 0 ' .-- �. � � , ��� S.113 4 D,P. 112.4 —"'�— ---... � - � . A ��"` -�� — �� .�� � � � � 3i � �� ��,. �� �wr �� �� �+ ' S.S.106, 8b ` � �' � 7� "�' ��.� m ..,,,,,,, 2 �0 �,;1 020 0.06b � . . ~ 6; 5. b�'� O.Obb � � � � ? �' .�.. .,� _,,,_� . ..� � � �� � : ' �- --- �. � � % -� .r.� D. . 1Z.b8 -- -- --' -- ----..� _, ""'' ` � _ � 1034 ~ ~��~ , �, �� � � S S.105.92 - OZ0 �- '� -.-.. 2.0 A►,� 0.070 5, gfl:1 --.. 6:1 4.470 � . • �� .�,�� ........r. �.. ,�� �� ""�-■-� 9 � �� I 1 � _" '�.- -` -` -�.. -` � ,.�, � � � � / � 112.7 .._. ------ ---� -- . .._. .,,� _,.._ - —� �` ._.�. �� �. `.. � —�-- �. �o ,zs S S.10�.90 ._... � . a. Zo o.o�o • �-- _._, ,�, �. � �� 6: � � � g�'� o.o�o ^ . -- -- — � � , � � - . . . -- ,..._ _,__ . . � ' ' . ""` `D.P. 11Z.74 - --- .�.., �� "�'� r . � �� `� �.. �.� �� �.� �� �� 10 .i7 S.S.105,2 �.0 � �.070 �a . a�� � 5• 9�'� 4.070 � 2.0 �:� � � -- —,— , __„ . � � -- 3, . . ..._. , . " "" � D. P. 11 ' S. . 111.4 9 --- - � ._.. � - � �, � � � �---- -- -- "" � _ � � � 10 34 -- �. � � � �, S.S.1 3.77 � . x a , � � 3 I E L a T� L � � �� �� � 6� , NE �o �o �o �o �a io � 1 2 �o �o io �o �o �o L� / . / T ANO N pEVELOP1�fENT / EU�ENl4 LUQUE / Gti � ��� .�, ' f/ � ,/..�,.,� QTE � PltaPOSED MITIGAT! SEE MITI�ATI�N . INYERTS MAY N PCND IS Q � � � � � � S$' C,UTIL �e � r �""� ��� rv,,. � X x � / ` � AUE AUE AUE AUE AtR AUE — AU J AUE AUE � U� AUE �, AUE A AUE AUE AUE A�E � �+-� n � � j � CL i RJP RAP � CL B RIP RAP '� / / / �. h:� � x W/FILTER FABRIC ox W/�ILTER FABRIC SEE DETAII "Ay X SEE DETAIL "B" i � �S�D ��.�� \ X J� � i`_-� �� �°_" � l�, EST. �� TONS ��. 3 TGNS Laterol � Bnsa �� �� � EST, 94 SY FABRIG �� �� � FABRIC S�a, ba2 +15 ro 683 + 50 -L- Rt Sp�clal Cut Dltch �� �,� \�► ' � � �l �. Sfa. 485 + 30 ta 6s7 0-4� Rf � X a, �! � SEB DE IL "B" � \ / / �,� � � � I x Speclal t Dltch � x " � � - ' � X �-� '� � / ^ GiQ � � ,� � \ '�- -� � 4 � � � c�l� • 1C ' / � „� � 1y\ T� g � �� 48 �r, 'N'��" � X �~--X X X� S � � � .� , 4 Z � � � / /'� �L 60' ww & 2SBW X"'"`x------x---�X N � X�,X-'�'"--X � . � � �� � r� � / k/ / o � � x�"X 60 W �' �^ ' � � � �.. 60REN C�aY PRODUCT9 CO3 / � � `� � ' B5� / � a, �' � � � � ` :', x •� � � / � . .� � ' � `V�; ' 8sr' � .. k � '� / � � � � � a :�. � 89 °'� � � / ��.�, � ,� i � � x �� / :;•t TH4IUAS C, T4NNIWI(.t [� � � .:�- �.� k� / �.' � f r-- � /�/ x , � /�i ����— X � 1! �Q�� X �i � � / � � / � / t2 M� ' "� � 1 BK 6US 1 �� x / � � � k �- �x/ � � / 1 I 64• �w 7` /_ , � 1 . 1 x X X /X �� � � \ \ 1 j � 1 � 4 . 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SHEET NO, R-�3038 27 WW SNEET NO, RCADWAY DESIGN HYDAAIILICS ENGINEER ENGINEER PIiELIMINt+�RY �LANS BO NOT U3B FO CON9TAUCTION C�71 tD �� , �� �— , � I� � \ �t�t�� _ . . � � �, �+ . . � � � � �k � � ' _ . •� �� - ' -- . �� , � ��� ._ . � � ��, ��,, � ,[;� �i� _ • '' •► � ��'�=•� ,� `' ..�-....��...������,,,� �',t% = - �J « / � � �� � ?yt ,,. =�_ ����.���, ��.�� ".".�.�..�.+..�� .► � - � � �� .� �.►.... : ..�.....- � � }�t � . , ' ,, . �, � . , . , , � � _ �s= ��Sat�=�sts��l�� f' j � �, � , ; , � . 1 � �.� ���_, �._ �� ;-� `� � i� ������� � �'��'� �c � � - � __ .=ai �a.�ra r � t • _�/� � i �- - :0:� --f�. r �7�ii "'�.F.- — -_ — w/�v� � /r'_ �� . �---- �� � � ., ., � ; a . . . . ��-.—� : - - -,..��. �—� - `�i E�: ��l� � � �- - - - - / - � , ��; � i _ �►1-_ a ...� `�� __•r„�,���!'! \�������■����►+�M''�-�=+��wrr' }� ' �`� � � �� � ' � M ������il�r���r.r�~i� � 'i� � � � �� ���' - --- � — - �► _ � _ /.� _ ., w� (11� � -' `� �''� - - _ - . . ,... j �� ' 1 � 1t, r � �"� I/ � o l' I ��` \ � � ��? � f PROJECT REFERENCE NO. 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LEV.= 1i5.8 — �____ TB � � . �» . . , ..� _,,. � , � � � � IV �-ltJ� .� 5 � Y R. E E V.= 114 . 9 — -, -------. T — ` _" .8 � % �_ ELEV. 106.8' � � , i 24" & 36' CLASS I R SUT ABLE FILL RC INV ev= e ST. fl5 0 T�N � i L �� � Q7 � � E � � C N ,� � PRflJ. REFERENCE NO. 5FiEET NO. � R-�3o3a x-a�o � � N \ � 1 Q 1 4 1 4 1 0 1 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 . - Perm i Dra�r n Sh�� �S� G f . - � 0.02 5 6; � • a.OZ5 0.0 . � ,� D. P. 121.2� -- --- ~ --- _ ...-- _ � _ � � .. � . __�- 10 .34 --- --- ---" � � . M �"� 0,0�5 b:1 b� O.�ZS , . D, P. 121.d6 --- -- -- -- ---- .,� �_ ...� �• ~� `�'� "".. �,. �� � � � �� �� �� �� �� �� �� `� r� �` �� ��� �� �� �� �� ..�.� "�' � � $, 1jj,2Q 11 49 . . � . 712 97.11 . a a . . � rt O,OZ5 �;1 6� 0.025 � .� 3:1 D.P. 122.Z1 �' � �"" —' � _ --- -- -- � �- ��. """'�.. ,��.. ���. � �� � ,,,_.. �. -- -- � .5.11 b.29 -�,.. _ �.. - - - - ---- - � - - - - '."'_ 11 04 � � . �� � �.� +O . r � 0.�25 6:1 6• � O.QZ5 3,' - 3 �� � _._. �._... — — — — --- — ..__.. .Z .0 -- ~"`' � � '� r �' r,_ � .� � .s. ��a.� � -- �" i� 9� n �. �..,. --- �.. __._ ._... -- s - � ~3� 11Z.53 3'�1 � � L . � . � �� � �.� > � � L _ i ) L nN : +� � N � �� l� )x '� 1 0 1 fl 1 0 1 0 1 0 1 0 1 1 2 1 4 1� 1 0 1 0 1 0 1 0 , .� ��������� ��� � � �� A� ��� ,����� �'��, �j�� � WETL�I�D P��i�IT 1�PACT �ClMI�MAR� 1�ET��� �l�IP!�:��� �E 1RF�4C'� lN/�TF� �II�P��T� _ �farld �xist�ng Exis#�ng � Permanent Temp. Excavati�n �t�fechanize� Clearing Perr�nanen# 1"emp. Channel �har�nei Natural Si�e Station � Structur� Fi(I [n �ili In in Clearir�g �n SV11 Sti111 - Impact� E�npacts Stream No. �From/To} Size 1 Type W�tlan�is 1!�letlands V1/�tlands in Wetlands �11l�tlands �mpacts �mp�cts Per�riane�t Te�rt�. Design �ac} �ac} ��c} {ac} �ac} �ac} �ac} �ft} �ft} �ft} 1 3�8+04 to 391 +2$-L� Fili 1.2� �.14 *2 39'� +28 �� 402�13-�.- Br�d e �. Q9 � <�.�1 3.53 3 14-�18 �� '� ��-�9-Y13-RT Fili Q.�1 �.Q2 � 4 424+�� to 426+0�-L-LT Fi�i �.2� 5 �2��-�7 tv 426+51-L-LT Fill �,42 - �. a2 **� 430+34 �a 432�-25-L-�T Fill�Pond �.19 �A 43� +7$ to 43�+23yL-- Fil1 0.�2 158.�0 � 7B 43'� +78 �0 434�-23��.� F��I �.�3 � 0.01 �.�3 8 437�97 to 43�+15-�-��" Fil� 0. �7 a. �� 9 438+�8 �0 4�'1 �8-�.-LT F�11 �.73 ***'i � 542-�4� to �4�+21-L-�'C' �'il� �.U9 �.4� � � ��4+�� ta �58+�3-L-LY Fill �.a1 �.1 fl �'QT//��S; � .�9 a.1 � �.33 3.53 1.'19 - 'I 58.Q� * Site 2: lrr�pacts fram �iles are Str. # 1 148sf, Str. # 2 148sfi. ''* Site �: Vlletiand Sta. 4�a+34-L-FtT impact shown as total t�ke du� to �llitiga#ivn site�. Add��ior�al i�npact vutside of s.s. is 2.'� 3 ac. . ***Site 1a: i"his is a resflurce th�t is �e�u�at�d by the �iCDWC,� but na� by t�e �lSACE. TN Revised 3131 /OS �'�r�i� �����r�� �W� � ����� �� (��r��� .2 -,���-����,3 INETLAND PERtIttIT IMPACT SUMlVIARY � WETLAN D l M PAGT'S S U R FAG E WATE R l M PACTS Hand Existing Existing . Permanent Temp. Excavation Mechanized Gl�aring Permanent Temp. Channel� Channel Natural Sife Sta#ion Structure � Fill In Fill In in Ciearing in SVV SW Im acts lm acts Stream P p No. {FromlTo) Size I Type Wetlands Wetlands Wetiands in Wetlands Wetl-ands impacts impacts Permanent Temp. Design �ac} (ac) �a�) (a�) Cac) �ac) �ac) (ft} �ft} {ft� 12 554+38 to 557+27-L-RT Fill 0.28 O.Q3 . � � 13 576+76 to 576+89-L--RT Fil l <p.41 <p. a� �4 623+20 to 624+12-L-RT � Fil! a.10 �.�3 <0.01 � � 15 654+75 to 663-�38-L- Fill l Brid e 2.'13 0.41 0.17 � - 1� 669+18 to 670+85-L-LT Fili 0.2� 0.06. - - 17 670+13 to 672+�2-L-F�T Fill 0.�5 0.02 � � 18 674+45 to 674+81-L-RT Fi l i � I< . __ _ _ � � � . _ . �.01 <0.01 19 �8Q+56 ta 684+21-L-LT . Fi I1 / Pond � 0.44 - � I �U i�81+95 to �82+15-L-RT i� Fili i i I i ( i <�.n� i <�.�� I 1 I f 21 712+� 4 to 7�I 4+41 -L- Fill / RCBC fl. � 3 0.12 a.01 0.0� 0.03 <0.01 138.�0 Bank Stabilization 0.02 O.a� 55.00 88.00 T�TALS: 2.95 �.12 0.04 . 0.58 0.17 � 0.51 0.�2 � 9. � 3 a� 88.OQ G RAN D TOTAL: 4.64 0.12 0.14 * Site 14 Wetland sta. 623+20-L-RT impact shown as total take. Additional im�act outside slope stake is 0.04 ac:. - * Site 15: lmpacts from piles are Str. # 3 25sf, Str. �# 4 25sf. �` Site 1� Wetland sta. 669+� 8-L-LT impact shown as total take due to ditch. Addition�l impact outside of ditch is 0.�4 ac.. * Site 19 Wetland sta. �8Q+56-L-LT impact shawn a� total take due #a M�itigation site. Additional impact outside of s�.s. is 1.g9 ac.. ATN Revised 3/3 i105 �.97 3.70 1.�0 0.02 35� .00 88.00 ���rnl� i�ra���� � � �� ' �� � � � �� ��. ���se �. - �.�- ��� BEGIN ROCK EMBANKMENT STA. 424+48 ± —L— / ' ' � � F � F — — — — ""_ � = /6 ��o TOE OF ROCK EMBANKMENT D E N D — — _"_._. _.._ _" — 1 ,�. ����' �+ �+..�.�. .��� �_ __._ ROCK EMBANKMENT STA. 426+07 ± —L- 437 438 _�= 439 440 � BOUNDARY OF � . —" -- --- .., _ ROCK EMBANKMENT —� � � r� � � 422 423 �' 424 425 426 � 42 7 r � 1 — ---- '_'"' F G T �- "�. --- _--__- -'"_ �—� �, g5s PG� RD E��� / GEOTEXTILE FOR ROCK EMBANKMENT, SEE ROCK EMBANKMENT SPECIAL PROVISION �57 STONE 3.0' - i I � EL. I24.5' { EL. 122.5' �- n •1 . �•l -- — .._. � EXISTING GROUND/ TOE 0 BOTTOM OF POND RQCK COMMON BORROW - � '�--._. � — _-.._ BOUNDARY OF F` �` ROCK EMBANKMENT PROPOSED FENCE LOCATION �FF Rn�nWAY PI ANS .r•.... --�- _"'`� f.�-- — — _� � �� END � � ROCK EMBANKMENT BEGIN �°`�� STA, 438+65 } —L— ROCK EMBANKMENT STA. 438+35 �' —1.— TOE OF ROCK EMBANKMENT PLAN VIEW NOT TO SCALE COMMON BORROW I.0' .� — — .._.,. ._.. � � _. o ISI i �' e °000 � Z.o, �- ROCK EMBANKMENT F tCLA55 VII, SEE �MBANKMENT ROCK EMBANKMENT SPECIAL PROVISION) ROCK EMBANKMENT TYPICAL SECTION A-A NOT TO SCALE 3:1 I8" OVERLAP MIN (TYP) 5' OVERLAP MIN tTYP) �EOTEXTILE FOR ROCK GEOTEXTILE FOR EMBANKMENT OVERLAP DETAIL ROCK EMBANKMENT, SEE ROCK EMBANKMENT tPLAN VIEW) SPECIAL P�4VISION EXISTING GROUNO/ tt57 STONE 80TTOM OF POND ! 3. 0' r�� '_ �� � ~� �r _�� ! +` ��� 1 "' — ' e o� a o/o'� EL. 142.5` �'r �.... '�. ve a� o• e o; qb o 0 o a p o ± . �.�. �� op 0 a e O oe o e00� �o O ga��o °'ee0a0 oy4$�g'�v�0� 1 �"� $e• �°� OO G o'00 e� a e0 oa°o �e e ° p 00 1 C � � �� J I n EL. 140.5' ± Z.o� Q l.o� _. _., _. .�____. _ R�CK EMBANKMEN T T YP I CAL SEC T I ON B-B TOE OF ROCK EMBANKMENT NOT TO SCALE PREPARED BY: J. PARK DA7E: OB/2012 REVIEWED BY: J. BATTS I DATE: �8/2012 PROJECT REFER�NCE 11l'O. SHEET R-2303B GEOTECHNICAL ENG(NEER ENGINEER ����a n�ri��� .+�� ZH •��R�l•,'�. =o,�.�o�ESSlpN9ti'.I� = ' � SEAL �' _ = = 3217T = > -. _ : � ', �i,�;F�'�f NE``�'��-.•� ��i y • . . •••��, ,.. i����0 ;N � ��`,��� SIGNATURE OATE SlGNATt1RE DATE .-..-.-..-.-....-.-.. ��������������� .........�.... i�i�i�i�i�i�i�i�i�i�i�i�i�i� ` � ; . i�i�i�i�i�i�i�i�i�i�i�i�i�i� ���������������������������� � � � e❖.❖.•O.❖.❖.❖.•.� i�s�i�i�i�i�i�i�����i���i��� ROCK EMBANKM�ENT STATI�NS BEGIN END LOCATION q24+q8± -L- 426+07± -L- LEFT 438+35 ± -L- 438+65 ± -L- RIGHT ESTIMATED QUANTITIES ROCK EMBANKMENTS 1,8�0 TONS #57 STONE 950 TONS GEOTEXTILE FOR 1,050 SY ROCK EMBANKMENTS FOR ROCK EMBANKMENT, SEE ROCK EMBANKMENTS SPECIAL PROVISI�N. THE ESTIMATED �UANTITIES OF ROCK EMBANKMENTS INCLUDE ADDITIONAL TONNAGE FOR THE ANTICIPATED SETTLEMENT OF ROCK EMBANKMENTS. � � - .� �� � T F #57 T �` � �� TNE ESTIM ATED DUAN ITIES 0 S ONE INCLUQE ADDITIONAL TONNAGE FOR FOR V � � � FI�LING OF GAPS BETWEEN CLASS II A �,��� EXCAVATION FOR FENCE POST,IF NECESSARY. � � �� -- - ���;�: � �� � GE�TECHI�ICAL E111GI11tEERI11tG U11tIT Q� .;oRr� ❑ EASTERN REGfONAL OFFICE �� _'` �°j ❑ WESTE.R11t REGI011lAL O�'FIGE � � � � ❑ C�11lTRACT' OFFICE d z -+ o ST'AT'E QF 111OR�'.H CAROLIII�A b !r , � f� .` "y�ti., ���` DEPARTME11tT OF TRAIVSPORT'A�'ID11t , O� 1R��y RALEIGH ROCK EMBANKMENT D ETAI LS x�vrsroNs BY 8Y � � ������ ���� � � � ���� ��� �G�• ��l..�. ���• ���r ��d �1�� �� �� ��� `� � ���1 r � � �I���IC�l\T C�I�' . I�[��I�I��.�� ��1��tB� 1ltl� �� S�9I�I�PS�11t �C�t�'1�tTl�� SITE-2 UEP-2 �AaADWAY SHEET UC-17� IMPACTS: NONE N4TE� PLAN�MODIFICATION REqUIRED T4 �INIMIZE DISTURBANCE IN WETLAND 41} USE TREN�HLESS INSTALLATION F4R U/� TEL & FO LINES --� � �. R�ADWAY PLAN �u �� �a + c+►� � � ' � f � O � � • _ I � � M , � � • CCf"` . . , =� � • � � i . • • . . � ;� : T.LP. NQ R-23438 t�tii�ty Permit Drawir�g _ S�eet._�....af a ____.��, � SITE-7 UEP-7 �R�ADWAY SHEET UC-29� , . IMPACTS : EXCAVATION IN I�ETLANQ = 0. a41 A�RE i 795 S{�FT j PURPOSE: EXCAVATE TRENCH F�R WATER LINE INST LLATION SITE-5 UEP-5 (ROADWAY SHEET UC-2�� I I�PACTS : � NON E NOTE; PLAN MODIFICATION REQUIRED TQ MINIMIZE DISTURBANCE IN WETLAND � �L7 �! . � � � SITE-1 UEP-1 �AOADWAY SHEET UC-12� IMPACTS:� HAND CLEaRING IN WETLAND =�.Q58 A�RE �25�0 SQFT} PUAP4SE; HAND CLEAR 15' EACH SIDE 4F POWEA LINES N�ITF; p� .�N MODIFT�ATTON RE��TRE� �� �IN�MT�E �I�T�lRBANCE ��! 1NE?L�11� 1 AEL4CATE M4VE IN-LINE PR OP Q S ED P� W E R P� L E � U T Q F W E T L A N D 2 USE TAENC LESS INSTALL TION FOR U/G TEL $� FO LINES . SITE-3 UEP-3 �RQADWAY SHEETS UC-17 AND UC-18} ----� IMPACTS; EXCAVATIQN IN WETLAND = 0.014 ACAE �25 SQFT� ., PURPOSE: EXCAIIATE TRENCH FOR WATER LINE INST LLATION N4TE; PLAN MODIFICATION REQUIRED TQ MINIMIZE DISTURBANCE IN 1�ETLAND {1) USE TRENCHLESS INSTALLATION F4R UIQ TEL � FO LINES I�DEX aF 5���'S s�� xv. �scRr�rv�v �1BA-0 1'ITLB S,I�TSBT �1B�-1(U�12) SIT�-1 �IBP-2 (U�-1�} SlT��2 UBP-�3 (tl�l�, UC�'8j �l?�-►3 � `� ���J V V"��� �� � ��� � � r�-7 {uc-,�� s.r�-� � � _ . . 19 , . , . , _ � s�� �� ;#. c /' ���1►�_.,�`��.; . . • � . �o c° a' cc-� O � � N t� � � �1�3 SI�'E-6 UEP-6 �R4ADWAY SHEET UC-26�-, IMPAC�TS: EXGAVATIQN IN WETLAND = d.410 ACRE 40� SQFT iNPACTS; �1�� WLEARIiVG i�i WETi.�1NG = u, c��� AC E�965 S FT j PURPOSE: EXCAVATE TRENCH FOR WATER LINE INSTALLATI4N PURP�SE, HAND CLEAR 15 EACH SIDE OF POV�R LINES SITE-4 UEP-4 �RaAI?I�AY SHEETS UC-19 AND U�-24) IMPACTS; EXCAUATI4N IN WETLAND = 0,095 ACRE 4150 SQFTj PURP4SE: EXCAVATE TRENCH F�R WATER LZNE INST LLATION TQTAL �ROJECT ENVIR�NMENTAL IMPACTS DUE TO UTILITY RELOCATIaNS: 1 EXCAYATI4N IN WETLAND = 0,15 ACAE 6975 SQFT 2 HAND CLEARING IN 1�ETLAND = Q.QB AC E�3485 S FT) �'"� rxa��sn rx ras a�ncs o�� Q DlVISlQ11t OF HIGHWAYS � rrrl�s vNrr . L►TIi1T7BS BNGl��G � N u9r � �� caxr�n� x�a�a� �c ��� �" F� ��� � � Ro�r Aror't�r�o�, P I� UT7I.Ti'IBS SBCTItaN B'lVri�W88R Raw �, P.B, t��TlI.1TIBs SQUAD I�dABR Pi�QjBCT 8NGA1�8R -, �� ��a urr�rr�s pRe�cT �s,rc� SHEET N0. U E P-� * • ,' C�3 � � 43A $u � � 438 PUE PUE pV� O!M rOM t!"- �� 43B � l j�' � 1 44 �' TEL & Fn TREN�HLESS ET INSTALL RELOCATE PR�PaSEQ P4�YER POLE OUT Q�' NtETLAND AREA 1NETLAND IMPACTED BY ,� HAND CLEARING F4R a/H POV�ER LINES TEL & FO TRENCHLESS -INSTALL / . � � � � � � � � � 3�38 U'TI L I�� �� �� � � � �i.JL i� � � � Ifi� � � � aruu 330 VYW FEMCE R-�3�38 UEP-1 uEs t c�o sY: E� ��►� eY: E� CHECIcED BY: j��W � �►PPROvED BY: aBw . REYtSEO: N€�tTH CAROL t NA QEPARTI+�NT OF TRANSPORTATION UTILtiiES EJ�161t�EREMG SEC PHO�lE: t 919 )707-6690 UT IL I TY CONSTRUCT 10 FAx : t 9191250—!1 t 51 PLANS ONLY UT I L I TY C�l�STRU�T I QN �� °� � PLAN SCALE: FULL - SIZE : 1 "=1 ��' HALF-SIZE: 1"=�� � . Uti<<ty Permit Draw�ng � Sheet�of� � � VWV FEtJCE `t'� � NOTES TD C4NTRAGTQR: (1� QISTUR�ANCE Ta EXISTING GROUND INSIDE WETLAND IS NOT ALL4WED . N� P�LE INSTALLATI4N aR TRENCH EXCAVATION PERMITTED INSIQE WETL�ND) IMPA�T AREA C2} AND CLEARIN� ALLOWED ONLY IN AREAS 15 EACH SIDE OF 4/H P�V�ER LINE WET � NOT�S Ta PLAN DESIGNER: - � 1 RELOGATE PR�PD - �} SED P01NER POLE OUT OF WETLAND (RELOCATE PaLE IN LINE � 1NITH Q/H PO�ItER LINE �URRENTLY SH�WN} " r �2} 11SE TRENGHLESS INSTALLATION F4R U/G TELEPHONE & FIBER OPTI�S LINE� � THR�UGH 1�ETLAND �� "HANa CLEARING IN WETLAND" a.�58 ACRE �25�� SQFT}� 6 C Q1 � � , � W � ► � w w _ � c� z 3 Q � � � � � W [�. J Q f-- z w � z 0 � � � z w � m � m � � � . � 0 L d. / �� �{/� N�"Q� OC.L' _/ r� � O � N +� I � �,� Q }� '7� O� 1Y'� 4•7 � � � � � � � � � � � ��� ��� �� �� �'l� K � � �'E IT � l� I - � T .��' �2 R-Q3038 UEP-2 oEs tc�a BY: EIIVH oR�rar eY: E1NH CHECICED BY: aaw APPROvED 8Y s RBW . REvtSED: N�TH CAROL tNA t1EPARTbENT QF TRANSP�tTATION tRI1.lTIES ENGt11EERtiilt SEC PHO�tE: c 9f 91707-6690 UT Il l TY CONSTRUCT I O FAX: t 919 )250-4151 ��S �EY UT I L I TY �CJN�TRU�T I�N � �� IT�'�- 2 � N� DISTURBANCE � � INSIDE wETLAND q� � � �� � = LL W LL W 'F = 'a` � � _ �ts s � � � J� v �z ¢ WW WW ��"'� �`- F-ac �� �� �-- �-- � � �, , WW RENtE �• w�� � � �G � � � � =1II�T WET — , . _J .. C G� z 7+ _�t 7� r . � � � '� ua�, t rn � � Utility Pe mit Drawic�g S�eet�_____of� . � PLAN S�ALE. `� �, _ , FULL - SIZE : 1 -10 HALF-SIZE: 1"=5 � NC�TES i0 CONTRACTOR : � �' � (1) DISTURBANCE T� EXISTIN� GRaUND INSIDE WETLAND IS N4T AL�La1NED N� POLE INSTALLATION 4R TRENGH EXCAVATIaN PERMITTED INSIDE 1NETLAND) (2) �4lVD CLEARING INSIDE WETLAND IS NQT PERMITTED INSIDE Il�PaCT SITE-2 NOTES T� PLaN DESIGNER: (1} USE TRENCHLESS INSTALLATIaN FOR U/� TELEPHQNE & FIBER �PTICS LINES THROUGH VYE�TLAND AREA { BETY�EEIU STATI�N LIMITS SHOWN j � 1 � �� � � �-- AUE AUE ---� 5� WW �ENCE a t n : f� f" �. WW PENC� � ! � � � � � � � �� � � ��� ����� �� � � �� � �°'� IT D �f�l� . � ' . � T' IT � � � l'fi - � 3 NO DISTURBANCE �LLOWEa INSIDE WETLAND f L, • _• S _� _� f i A S3A .�. � • ^ L�t. W + � J �� . ad U � H JZ Z WW Q� i-' � � ,., � � � • WET ��IYDRC} PERMZrTED AREg� MECHANIZED CLEARING : HY�RO PER�IITTEQ A��A wET yyET ----�y � FILL IN WETC,A�� Er �fi � � � ��IYDRU PERMITTED ARE�� 1NET . � ��.� MECHANI � ZED �LEARING F �° i j � � i'E. �d� �r� +rt r � � WETLAND IMPACTED BY E�iCAVATI�JN IMPACT AREA FC�R WA7ER LINE INSTALLATI�N +� --� (OPEN-TRENCH METHOD) „ ►, EXCAVATION IN WETLANDS 0.014 ACRE (62v SQFTj 5�3 g3 � , NOTES TC� CQNTRACT�R: (1� DISTURBANCE T� EXISTING GR�UND INSIDE V�ETLAND IS NOT ALLOI�ED NQ POLE INSTALLATIQN �R TRENGH EXCAVATIaN PERMITTED INSIDE WETLAND} ��j AND CLEARING INSIDE WETLAND IS N�T PERMITTED INSIDE IMPAC7 SITE-3 NQTES T� PLAN QESIGNER: (1} USE TRENCHLESS INSTALLATIC�N Ft?R U/G TELEPHONE & FI�ER �PTICS LINES THRQUGH WETLAND AREA {BETINEEN STATI�N LIMITS SH�WN AB�VE} . r. WW FEN�E FENCE �p R-Q3038 UEP-3 DESiCNE� BY: EWH oR�r�, eY: EWH CHECKEa BY: RBW � APPROYED 8Y: R8W . REv[SED: NOR TH C ARE� I NA �EPARTI�NT OF TRANSPORTAT t �l 1JTIlITIES ENGINEERtMfi SEt PHOt�lE : c 919 � 7�7-6690 UT i l t TY �ONSTRUCT i 0 FAx = t 919 2250-4151 PLANS ONIY UTI LITY ��NSTRU�TIC3N PLAN SCALE: FULL - SIZE : 1 "=10�' HALF-SIZE.� 1"=54 l�t�lity Perrnit Dra in�g Sheet�._.._of� r 8 �1t��4 ; s �" YL . ll�j �f � 53B iy r� �� Au� �u�. � � � � � � � ����� _ .. _. ���� ��� � � � � �� � P�L Ifi � ����� � � � �� i � AllE �(1E a� � aiuu aao � uT. WE �� � WET A �� �• �° i �" S. • WET WET WET. I�ETLAND IMPACTED BY EXCAVATION FOR WATE� LINE INSTaLLAT10N 63 (�PEN-TRENCH METHOD� IMPAGT AREA IMPACT AREA "EXCAVATIC}N IN WETLANDS" "EXCAVATI€�N IN WETLANDS" 0. OOfi A�RE ( 2�4 SQFT � 0. 090 ACRE t 390n St�FT ) ,� � Utility Permit Dra ing Sheet 5 of�..., t� - �c.�vao v � r - -r DESEGNED BY: �� aRA� BY: EWH ck�cKEa BY: RBW �aovE� eY= RBW . aEvtsEa: NORTH CAROI tNA t3EPARTi�ENT OF TRANSPQR�AT l ON UTILtTtES EMGII�ER[MG SEC PHONE : t 9t g� 7�T-6690 �T �� i TY CONSTRtJCT I ON FAx: t 9t9 t250-415i ��S ��Y UT I L I TY �4NSTRUCT I C�N PLAN SCALE� FULL -SIZE : 1 "=1 U�, HALF-SIZE: 1"=5� �'� a°i k � h : � pUE �� a► a' �'� -�'��� ��i'� � � �' �� � � � �� ��� � � � � � � 23�3.8 Tl�� T�Y �� I �� � L �"E l� I� ���� Utiiity �ermit Drawir�g l �4 � �� � � h e et.__� __of...�m '�� �V���� ��a UZS �'�L N� � `� �ZQ �� ��� �� o�� 14 �1 �� � R-Q3038 UEP-5 aEs �c�a BY s Ey� oa�rr� eY: EWH . CNECKEt? BY s R8W APPROvEO BYs Rew . REYiSED: N�tTH CAR� INA ���T�aT oF TRANSP�tTAT ! 01�1 Ui1LtTIES EtrOii�ER[11G SEC PH�+IE: t g 19 ) TO7-6690 Ut IL I TY C�NSTRUCT I O f�x: t 919 j250-4151 �1-�WS ONEY UT I L I TY �t�NSTRU�T I C�N � � PLAN S�ALE; FtJLL-SIZE: 1 ��_10�' � HALF-SIZE: 1 -50 N�� ,_�, o,�, � f ' ' NOTES T{� �flN�RACi�R: oi�+•°� � 1� DISTURBANCE TO E�{I�TING GROUND INSIDE 1NETLAND IS NOT ALLOWED NO TREN�H EXCAVATION PERMITTED INSIDE WETLAND �2) AND CLEARING INSIDE WETLAND IS NOT PERMITTED NSI�E SITE-5 � NOTES TQ PLAN DESIGNER: �1� U�E TREN�HLESS�INSTALLATI�N �OR U/G TELEPHqNE FIBER OPTICS AND 8 V�tATER LINE THRaUGH WETLANQ AREA ( BETWEEN S�'ATION LIMITS �H41NN � V � 'A v � � � : �. 1 � � ..� . � � � � � � � � 33 � � ���� IL � � � �T � �� �� IT .� I � � � P � � fi� � NOTES T4 CO�NTRACTflR: � 1 j�PEN TRENCH INSTALL�►iION THROUGH V�ETLAND �L�OWE� F�F� 8�°° �ATER TELEPHQNE AND FIBE� OPTIGS LINE�S PROVIDED THAT EX� VATION F01� ,� THESE U ILIT ES ARE INSIDE HYDRO PERMITTED I.E. FILL IN T, � ,� , WETLAN� 4R MECHANIZED CLEAR�NG AREAS OR U ILTY S PERMITTED �I.E. EXCAVATION IN �tETLANDS.} A EA AS PER THIS PLAN SHEET d� � � � � , � W � , � w W _ � � � z � Q � 0 � � � � � w � � a � z w � Z O � �.... > Z W t CD M � C'7 N � / � O L d. / ia � �.� N � � O� _� M � d � N +� I �+, � 2� � �u� ,� a,M �• _ .a m••�'�'• � � IMPACT AREA \ "HAND �LEARIN� IN WETLANDS" _ 0. ��2 AGRE �985 St�FT) . % - IMPACT AREA � T » ,� EX�AVATI4N IN WETLANDS 0.014 ACRE {40� SQFT) r, �, �: , T ..�����\1►�� �,. . , .���----�c �y�+ • . ` � � � .:�� F�-Q3038 UEP-6 oEs � cr�Q BY : EWH o�Aww sY: EWH CHECKED 6Y: R�jW �' ��RovEo eY: RBW . , REvtSED: N�TH CARE)!. tNA DEPARTI�NT OF Tt7AN5P�TAT I OFI UTILITIES ENG1t�ERING SEC PHONE:t919)TO7-669� UTiLtTY CONSTRUCTtO FAX:c919t25�-4151 �iWS ONIY UT I L I T'� CONSTRUCT I QN PLAN SCALE: � � 11 _ i FULL - SI�E : 1 —10� HALF-SIZE: 1"=50 � U#ili#�r Permit �rawin� S h e et.._� ___,o t._.�.� � 88B AUg AU� �U� � �� � �� �� ` Pj1l� ��IYD RQ P E RM I TT E D AR E�� �"'� . I�ECHANIZED CLEARING HY�iR� P�R�IIT�'ED A��A FILL IN WETLAND , ,� - { _ � � �'� �=—�, \ '� ' � � � N 88C --.... � p�NCB % � i� � �� � � m ��dTlli� 10'+ � �1 A p� � - _ � fi � � � ��� i�'�'l�� �'Y .�� �� ��� L �'E �T � .l�t' i��� � T - I��E 7 �� HYDRO PERMITTED AREA �� TEMPORARY FILL IN WETLAND- � IMPACT AREA � - "EXCAVAi'IQN IN 1�ETLANDS" � 0.028 ACRE �12�0 SQFT� w�rn+��L "�'�� io� � �ro�j`� ,�.,� Y� 1� w�. �. w � +" a� ��YDR� PERMITTED ARE�! MECHANIZED GLEARING HY�RQ PERMI7TED Af��A FILL IN WETLANa :� � l�'�a 7 r c�►r-f NC�TES T� G�NTRACT�R : {1� �PEN TRENCH INSTALLATI�N THR�UGH WETLAND ALLQINED F�R 10" WATER, TELEPH�NE AND FIBER �PTICS LINE�S PROVIDED THAT EXC�IVATION FOR THESE UiI�. TIES ARE INSIDE HYDRO S PEaMITTED I.E. T EMPORARY FILL � Il If- ^7 IN WET�AND OR MECHANIZED CL�ARIN� ) AREAS 0 UTILTY S PERMITTED {I.E. EXCAVATI�N IN WETLANDS ) AREA AS PER THIS PLAN SHEET N4TES TC} PLAN DESIGNER: � 1 j "EXCAVATION I�V V��TLANQS�' �IMPACT AREAS �DUE�� TO uTILITIES %NSTALLATI�3N} �VERLAP HYDRO S TEMPaRARY FILL IN �VETLAND IMPACT AREAS AND ARE T� BE.FULLY AGGOUNTED IN WETLAND IMPA�T QUANTITIES ��YDR� PERMITTED ARE�y� . -MECHANIZED CLEARING l� HYDR� PERMITTED AREA �i - EXCAWAT I �N I N 1NETLAND � � fa" �I, ' IMPA�T AAEA � "EXCAVATIUN IN WETLANDS" U.014 ACRE (595 SQFT} R-23038 UEP- oEs�c�o a,r: EWH oRa� sY: � EWH CHECKED 8Y: R8W ,►PPRovEO 8Y: RBW REViSED: OEPARTI�NT OF � TR�INSPORTAT tON U1ILITIES ENG1!lEERtM6 SEC Pt�ONE:c9t91707-6690 UTtLITY CONSTRUCTtO FAX :� 9 t 91254-4151 PI. M1S ONIY UTILITY CONSTRUCTIQN PLAN �CALE: FULL - SIZE : 1 "=1 U�' HALF-SIZE: 1"=5U Utility Per et Drawing Sheet.�of� 10"� � �� 30s � - I�M � 10' � �