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Home My WebLink About20170800 Ver 1_401 Application_2017062814c�'OM April 26, 2016 Karen Higgins NC Division of Water Resources, 401 & Buffer Permitting Unit 512 North Salisbury Street Raleigh, North Carolina 27604 AECOM 701 Corpora�e Gen�er Dnve, Ste 475 Releigh, North Carolina 27607-5074 www.aecom.com Subject: Carpenter Fire Station Road Realignment tary, North Carolina USACE File SAW-2013-01551 Dear Ms. Higgins: 919 854 6200 tel 919 854 6259 fax On the behalf of the Town of Cary, please find attached the PCN for the Carpenter Fire Station Road Realignment project. If requested I can also supply this to NCDWR as a pdf copy via email. Enclosed is a check from the Town of Cary for $570 to cover the application fee. If you have any questions regarding this permit package or need additional information please do not hesitate to contact me at ron.iohnson@aecom.com or (919)854-6210. Sincerely AECOM Ronlohnson Senior Biologist cc. Mr. Tom Ellis, Town of Cary ��od�� JUN 2 S 2011 DENR -WAlER RESO�R� UNR TqqNSPORTATION PERMIT� � r Oifice Use Ony: Corps adion ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Infortnation 1. Proeessing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdidional General Permit ❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank ❑X Yes ❑ No or in-lieu fee program. 1 g. Is the project located in any of NC's lwenty coastal counties. If yes, answer 1 h � Yes � No below. 1 h. Is the project located within a NC DCM Area oi Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of projed: Carpenter Fire Station Road, U-5502 2b. Counry: Wake 2c. Nearest municipality / town: Cary 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: STIP Project U-5502 3. Owner Infortnatlon 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. NA 3c. Responsible Party (for LLC if NA • applicable): 3d. Street address: NA 3e. City, state, zip: NA 3f. Telephone no.: NA 3g. Fax no.: NA 3h. Email address: NA Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent �X Other, specify: Senior Engineer 4b. Name: Tom Ellis, PE 4c. Business name Facilities Design and Transportation Services, Cary Town Hall (if applicable): 4d. Street address: 316 North Academy Street 4e. City, state, zip: Cary, NC 27513 4f. Telephone no.: 919-469-4333 4g. Fax no.: 919-460-4935 4h. Email address: tom.ellis@townofcary.org 5. Agent/Consultant Information (if applicable) 5a. Name: Ron Johnson 5b. Business name AECOM (if applicable): 5c. Street address: 701 Corporate Center Drive, Suite 475 5d. City, state, zip: Raleigh, NC 27607 5e. Telephone no.: 919-854-6210 5f. Fax no.: 919-854-6259 5g. Email address: ron.johnson@aecom.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): NA 1 b. Site coordinates (in decimal degrees): Latitude: 35.823999 Longitude: -78.873095 1 c. Property size: 0 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: � Morris Branch 2b. Water Quality Classification of nearest receiving water: WS-IV, NSW (Morris Branch) 2c. River basin: Cape Fear and Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The current site conditions are a combination of rural residential, agriculture, and encroaching suburban development combined with scattered commercial areas. Surrounding land uses are characterized by residential areas, some commercial and industrial uses, and a designated commercial center. 3b. List the total estimated acreage of all existing wetlands on the property: 1.26 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 300 3d. Explain the purpose of the proposed project: See attached 3e. Describe the overall project in detail, including the type of equipment to be used: See attached , 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the 0 Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / Comments: ro�ect includin all rior hases in the ast? � 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: AEcoM Name (if known): Kevin Lapp Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A Preliminary Jurisdictional Determination was issued by James Lastinger on November 19, 2013 (Action ID SAW-2013-01551). 5. Project History 5a. Have permits or certifications been requested or obtained for �Yes �X No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. NA 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): 0 Wetlands 0 Streams — tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora T W1 - Choose one Choose one Yes/No - � - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - �/4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0.27 2h. Comments: See attached table Total permanent fill in wetlands = 0.11 acres; Total excavation in wetlands = 0.14 acres; Total mechanized clearing in wetlands = 0.02 acres, Total hand clearing in wetlands <0.01 acres 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (IN�? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 P Roadway UT to Morris Branch INT Corps 1.5 163 S2 - P 48" RCP UT to Morris Branch PER , Corps 2.5 32 S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts �s5 3i. Comments: � Stream Impact S2 above is Site 5 in Permit Drawings Total permanent surface water impacts = 0.02 acres Total channel impacts = 195 feet Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts " If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Tem ora T 01 - Choose one Choose O2 - Choose one Choose � 03 - Choose one Choose 04 - Choose one Choose � 4f. Total open water impacts o 4g. COmments: No open water impacts 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a.' 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: N/A 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): � 5j. Size of pond watershed (acres): 5k. Method of construction: ' 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. Project is in which protected basin? � Neuse � Tar-Pamlico � Catawba � Randleman ❑X Othel': Cape Fear 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number — mitigation impact impact Permanent (P) or • required? (square (square Tem ora T feet feet 61 P Railroad ditch UT to Morris Branch (SPB) Yes 3,779 3,775 B2 P Roadway UT to Morris Branch (SJ) Yes 16,394 9,795 B3 _ Yes/No gq. - Yes/No B5 , - Yes/No gg - Yes/No 6h. Total Buffer Impacts: 20,173 13,570 61. COmments: Total buffer impacts: 33,743.0 square feet Page5of10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The town of Cary and NCDOT will investigate possible on-site stream and wetland mitigation once a final decision has been rendered. If on-site mitigation is not feasible, mitigation will be provided by North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program (EEP). 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Design Standards in sensitive Watersheds will be applied to reduce impacts to the riparian buffers, although no final decisions have been made. Stormwater Best Management Practices will be utilized according to methods outlined in the most recent version of the Stormwater Best Management Practices Toolbox in order to reduce impacts to the stream during the construction process and post-construction process. 2. Com ensato Miti ation for Im acts to Waters of the U.S. or WaYers of the State 2a. Does the project require Compensatory Mitigation for OX Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑X Corps ❑X Mitigation bank 2c. If yes, which mitigation option will be used for this � payment to in-lieu fee program project? ❑ Permittee Responsible Mitigation 3. Com lete if Usin a Miti ation Bank 3a. Name of Mitigation Bank: Bass Mountain Mitigation Bank Type: Stream Quantity: 227 credits 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: 3c. Comments: 4. Com lete if Makin a Pa ment to In-lieu Fee Pro ram 4a. Approval letter from in-lieu fee program is attached. ❑X Yes � 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): 52,704 square feet � 4e. Riparian wetland mitigation requested: 0.54 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: � acres 4h. Comments: See attached 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact with'in a protected riparian buffer that requires 0 Yes ❑ No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires rnitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Railroad Ditch - Parallel Impact 11,150 3(2 for Catawba) 33,450 and Road Crossing Zone 2 Railroad Ditch - Parallel Impact 12,s3s 1.5 19,254 and Road Crossing . 6f. Total buffer mitigation required: 52,�oa 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). It is anticipated that payment to NC Department of Mitigation Services 6h. COmmelltS: Of the total buffer impacts, wetlands within buffer impacts amount to 9,022.6 square feet in zone 1 and 733.4 square feet in zone 2. All buffer impacts are in the Cape Fear Basin Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified 0 Yes ❑ No �within one of the NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑X Yes ❑ No 2. Stormwater Mana ement Plan � 2a. What is the overall percent imperviousness of this project? � g o�o 2b. Does this ro'ect re uire a Stormwater Mana ement Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: A Stormwater Management Plan was prepared by Sungate Design Group and is attached. BMPs include grass lined shoulders and ditches. 2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Cary under their NPDES permit 3. Certified Local Government Stormwater Review 3a. In which local overnmenYs 'urisdiction is this ro'ect? Town of Cary ❑ Phase II 3b. Which of the following locally-implemented stormwater'management programs ❑x NSW apply (check all that apply): ❑ USMP 0 Water Supply Watershed � Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑X No attached? 4. DWQ Stormwater Pro ram Review �Coastal counties ❑HQW 4a. Which of the following state-implemented stormwater management programs apply �ORW (check all that apply): ❑Session Law 2006-246 ❑X Other: 4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? �X Yes � No 5b. Have all of the 401 Unit submittal requirements been met? ❑X Yes � No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes 0 No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval lettef.) Only Local funding to be used for the project - No State or Federal Funds ❑x YeS ❑ No Comments: 2. Violations (DWQ Requirement) � 2a. Is the site in violation of DWQ Wetland Rules (15A NG�C 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ SurFace Water or Wetland Standards, ❑Yes ❑X No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑Yes ❑X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): NA 3. ,Cumulative Impacts (DWQ Requirement) ° , 3a. Will this project (based on past and reasonably anticipated future impacts) result in �Yes 0 No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. A cumulative impact analysis is provided in the June 2014 Environmental Assessment/Finding Of No Significant Impact. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 9 of 10 PCN Form — Version 1.4 January 2009 6. Endangered Spacfes and Designated Critical Habitat (Corpa Requirement) Sa. Will this project occur in or near an area with federeily protected species or habitat? ❑ Yes � No 5b. Have you checkad with the USFWS coneeming Endangered Species Ad � Yes ❑ No impacts7 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. What daW sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NOAh Ceroline Natural Herilape Proyrem; in addition, AECOM surveyed the aroa for dwarf wedpemuseel, �ed-eockaded wooOpeGcet, and Michaux's sumac on Odober 10, 11, and 18, 2072, and no populetions werc found. See additional informatbn for NoMem lonpaarod bat evaWatbn. 6. Essentlal Fish Habkat (Corps Requiremenq 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑x No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat7 Wake Counry ia nol a coaslal eounty, so thia project wdl nol impad Easentlal Fish Habitat. 7. Hlstorie or Prehistorlc Cukural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal govemments have designated as having historic or cultural preservation � Yes ❑ No status (e.g., Natlonal Historic Trust designaation or properties signficant in North Carolina history and arohaeology)7 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The Coastal Carolina Research (CCR) completed an architeGural review and survey for tlie propoaed projeG in November 2012. The State Historic Preaervatlon OfM1ca (SHPO) was eonsuMed on August 7, 2012 and conwrted with the CCR statemeM on FeDruery 7, 2013. 8. Flood Zone Designatlon (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: NA Bc. What source(s) did you use to make the floodplain determinarion7 Revlew of NC Floodplain Maps Ron Johnson �122/ZD� � Applicanf/AgenPs Printed Name Appli AgenYs Signature Date (ApenPs sgnaWro is vaBd ony H an authai=adon bqer hom the a licant b rovided. Page 10 of 10 Jordan G8111C �7lll� �� I.. �rr.a.�:�L "s_�, r'' L_ � �! � ` r�� -� Durh`am f#--- — -- _ �C - � I � 55 \ r :�.. "� ,� i-- � `� � ' �� I_ �• �� I _ , . ' �/� � GarPenterRare StationL:. {1. ! �-.- , — i N � ' � � � � �� `�, �a`/ I' ��, . . S�� . �/\ Cf2t7tit U Parl: �� Morrisville �- � �-� '�•.� `^ "�---� I, �� - � � �.i .._ __ ' j `�l n � � r, �� MorqB�il/e'Car � ` � C�l T V Ro pe��er t `� U �_;— —i � �I r— -J � � I''i`.� —.— L� ' - r-�. � � �. . �_J L_l � ��._ � ,� . - . �' � '-' i . '- e \. 1CfiC2ll I_ �� t �-� HighHous� ryd ' < G�geo LeJe\ `-\ L I � - � I_„ 7 � �J �,�� . r`I � �' r � /•�� Natural Resources Study Area i Park/Conservation Lands Apea �� _. �'�� 7—� — -. 0 0 5 1 /'--' 2 Vicinity Map Carpenter-Fire Stahon Road Realignmen� and Grade Separation TIP U-5502 Wake County. North Carolina �� Ta,��noicarv Figure } � En�ineenng Depanm?m �y � ,�, Cary. NC ,� �� . -:� � . ��, ,� II .� �� ,, a �, c ' , e . � .��, �. . .,. •' 1� i � �w �� /"�Y{I :r ' � � .� -� +., r__ .�'�A ... �tgR�I"� t 3'u-.� �� .. ��4 �. ��- �, M1 � ':.��,il,f i' ��"�, , ��. '., -'.` ,y�;�.y C F � • A 1 � i � „' � ��;(.� M . � � �'A I � S �i [� . '? • . > - 1 „e �'�"�'' ' �„ L .. j,�r_ ' _ 'r •,� . _ 'Lr ' 'i ' ; { I'�y. I �f�� n � . -. 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'�^ I� �' F1I ',�•`� ,�a�' �' '.. l� .y i' j� '�"1 �---� �i��-� �. w .. � ' �� . . � - � - - - � 1 �i��'+ ' . �i}. v � afj. / a . �v, ��.� .� ; � �r w � ^ - �� F � � �-' —� � f�nT� i �,�.; � �y i� , � !F 'S� � . � . • :' � �� . � � k� r.Fr �� a � t'.�� x : ,� v � �n � +: ��4 � ° ?Y . -�';a,��, , v `rZ q t , •��,f� • < ,�+ y� � u ' , � 6ARCL':Y-VALLEY DR '+• E'� �r •/�,y ,r ..��r,�� i ��, _ � • :,, x � � � ��Y \Ph�fi y- '�� r�,� F ��. . � ? 6�'' i � � �� .? � f a�ih . . .�� F �' .�,-- -�'�� '1�.� %�i' '\Nv s +�.�'. "T"T�� ',•��; � �r !.`• y►�.,�'t,.'� ��" .F�.�L � �,� ` .fS '� , �1 � � . �y i s'.�. ! _ :'i- � � � �, s a r _ � a- � ' � � - ' ' � � � Jurisdictional Features JRANGFI � ��-� ` I FRANKLIN ; S WAKE / i i � i / i JOHNSTON LEE N 0 250 500 1,000 Feet � I I I � I I I � Legend Carpenter-Fire tation Road — ��sd��o�a� S�,Eam� Realignment and Grade Separation 0 ��sd��o�a� Po�d� TIP U-5502 � Juristlictional Wetlantls "' -jOWfl Of CBfY Date ;'"''�� Figure Natural Resources StudyArea � � lj Engineering Department 2I2013 `�� f�'' cary. NC 2 Carpenter Fire Station Road Realignment (U-5502) Additional Information An Environmental Assessment (EA) / Finding of No Significant Impact (FONSI) was approved and signed on January 5, 2016 and is available upon request. B. Projecf Information and Prior Project History 3d. Explain the purpose of the proposed project. NCDOT STIP U-5502 consists of the realignment of approximately 0.8 miles of Carpenter Fire Station Road between Morrisville Carpenter Road (SR 3014) and NC 55. The project includes construction of a grade separation enabling the road to pass under the CSX Railroad. Ultimately, the realignment and grade separation will help reduce traffic volume and improve traffic flow, while reducing the amount of automobile accidents throughout the west-east connection. Further, the project will improve network connectivity within Cary, reduce through- traffic in the core of the Carpenter Historic District, and improve the safety amidst the corridor. Detailed information about traffic volumes and accident data can be found in the EA/FONSI. Carpenter Fire Station Road realignment will create a major corridor, connecting points west of NC 55 with Louis Stephens Drive, Davis Drive, NC 54, and I-40. This network connection will provide a direct west-east connection between NC 55 and Morrisville Carpenter Road, further linking Cary, Morrisville, and western Wake County. For a majority of the project's study area limits, Carpenter Fire St�tion Road is a two-lane, undivided corridor, with approximately 330 feet of road on the western side of NC 55 having a right turn only lane. The two-lane undivided corridor continues for another 1,220.feet, crossing the CSX Railroad, before it intersects with Morrisville Carpenter Road. ,- 3e. Describe the project in detail, including type of equipment to be used. The proposed typical section will provide a four-lane, median-divided facility. From the west end of the project to NC 55, one 12-foot wide through lane and one 14-foot outside lane is provided in each direction. A 21-foot wide raised median will be provided and curb and gutter will be used along the outside of the roadway. The 14-foot outside lane is provided for shared use with bicyclists. T'hese 14-foot outside lanes will be provided along both sides of the proposed roadway. From NC 55 east to the end of the project, two 12-foot through lanes will be provided in each direction. A 27-foot raised median and 4-foot paved shoulders to accommodate bicyclists, and a ditch section will also be provided. Expressway gutter will be used to minimize the footprint of the roadway that must pass under the CSX Railroad. The proposed project will construct a four-lane median divided roadway from Howard Road to just east of the existing intersection of Morrisville Carpenter Road and Louis Stephens Drive. 1 The existing portion of Carpenter Fire Station Road from NC 55 to just east of the CSX rail crossing and the associated at-grade rail crossing will be closed. Additionally, the proposed project will have three at-grade intersections: 1) NC 55, 2) Good Hope Church Road, and 3) Louis Stephens Drive. The existing NC 55 intersection is signalized and the proposed at-grade intersection is signalized. The Good Hope Church Road at-grade intersection is proposed as unsignalized and the proposed Louis Stephens Drive at-grade intersection is proposed as signalized. The roadway will be constructed using standard roadway equipment such as bulldozers, road graders, and dump trucks. 4. Jurisdictional Determinations A general field visit was done by AECOM biologists on October 10, 11, and 12, 2012. This visit resulted in the delineation of both streams and wetlands. A verification of delineated wetlands was done on August 27, 2013 with David Shaeffer of the U.S. Army Corps of Engineers. A Preliminary Jurisdictional Determination was issued on November 19, 2013 after this field visit. On March 6, 2014 Rob Ridings of the NC Division of Water Resources reviewed delineated streams and ponds. During this visit, it was determined that all but stream SH were subject to either the Jordan Lake or Neuse River buffer regulations. C. Proposed /mpacts Inventory 2. Wetland Impacts Wetland Impact Type of Area of Number Type of Impact Type of Wetland Forested �urisdiction Impact acres Site 1(Wetland Permanent Fill Headwater Forest Yes Corps 0.06 WL) Site 1 Excavation Headwater Forest Yes Corps 0.14 Site 1 Mechanized Headwater Forest Yes Corps 0.02 Clearin Site 2(Wetland Temporary Hand Headwater Forest Yes Corps <0.01 WI) Clearing Site 3(Wetland Permanent Fill Headwater Forest Yes Corps <0.01 WL) Site 4(Wetland Permanent Fill Headwater Forest Yes Corps 0.02 WJ) Site 6(Wetland Permanent Fill Headwater Forest Yes Corps 0.03 WK) - Total acres * 0.27 "Kounded tota�s are sum ot actua� impacts 2 2h. Comments Four wetlands will be impacted in association with this project (Wetlands were designated WI, WJ, WK, and WL in Jurisdictional Determination). Wetland WL (Site 1) will sustain 0.06 acres of permanent fill, 0.14 acres of permanent excavation, and 0.02 acres of permanent mechanized clearing of the forested wetland as a result of project construction. Wetland WI (Site 2) will sustain <0.01 acres of temporary hand clearing of the forested wetland as a result of project construction. Wetland WJ (Site 3) will sustain 0.02 acres of permanent fill as a result of project construction. Wetland WK (Site 6) will sustain 0.03 acres of permanent fill as a result of project construction. All wetlands are in the Cape Fear Basin except for Wetland WI (Site 2) which is in the Neuse River Basin. � 3i. Comments Two streams will be impacted by project construction (SJ and SPB). SJ, an intermittent, unnamed tributary (U� to Morris Branch, will sustain 163 feet of permanent existing channel impacts. SPB, a perennial, UT to Morris Branch, will sustain 32 feet of permanent existing channel impacts. In total, 0.02 acres of permanent surFace water impacts will occur. These streams are both in the Cape Fear River Basin. � � D. Impact Justification and Mitigation 4h. Comments Due to the location of the wetlands, impacts to the streams and wetlands are unavoidable. Impacts to wetlands have been minimized, to the extent possible, during the design process. Compensatory mitigate for all unavoidable impacts will be perFormed by purchasing stream credits from an approved mitigation bank and wetland and buffer credits from the NC Division of Mitigation Services. All stream and wetland impacts are in the Cape Fear River Basin with the exception of Wetland Site 2 which is located in the Neuse River Basin. Impacts at Site 2 consist of <0.01 acre of hand clearing. No compensatory mitigation is proposed for impacts at Site 2 as the impacts from hand clearing will only be temporary. Permanent impacts to wetlands from filling and mechanized land clearing total 0.27 acres. Compensatory mitigation is requested at a ratio of 2:1. The Town of Cary proposes to purchase 0.54 credits from the NC Division of Mitigation Services as sufficient wetland credits are not available from any active Mitigation Banks with a service area encompassing the project area. A statement of availability from the NC DMS is attached. Permanent stream impacts consist of impacts to 32 linear feet of perennial stream and 163 feet of intermittent stream. Compensatory mitigation is requested at a ratio of 2:1 for the perennial 3 stream and at a ratio of 1:1 for the intermittent stream. In general intermittent streams provide lower aquatic functions then perennial streams. 227 credits will be purchased from the Bass Mountain mitigation bank. A statement of availability from Restoration Systems, the mitigation provider is included with this application. E, Stormwater Management and Diffuse Flow Plan The Town of Cary is an MS4 and can review their own stormwater permits, as NCDEQ audits the MS4's for compliance to state stormwater regulations. F. Supplementary Information 5. Endangered Species and Designated Critical Habitat Federally Listed Species Potentially Occurring in Wake County Common Name Scientific Name Status Dwarf wed emussel Alasmidonta heterodon Endan ered Michaux's sumac Rhus michauxii Endan ered Northem lon -eared bat M otis septentrionalis � Threatened Red-cockaded woodpecker Picoides borealis Endangered There is no designated Critical Habitat for any Endangered or Threatened species located in the project area. No habitat for the dwarF wedgemussel is present in the project area. Several small isolated stands of large open loblolly pine were present in the project area but no signs of red-cockaded woodpecker cavity tree construction were present in any of these stands. The stands were quite small (1-2 acres) and surrounded by forests with greater stand density, high concentration of hardwoods, and/or dense shrub growth making the stand unsuitable for red-cockaded woodpecker foraging or nesting. This project will have No Effect on the red- cockaded woodpecker. . AECOM biologists surveyed the project.area for the presence of Michaux's sumac on October 10, 11, and 18, 2012. Suitable habitat was encountered in the project study area in the form of woodlot edges, agricultural field edges, roadsides and railroad rights-of-way. Sumac species were encountered in suitable habitat during the surveys and include smooth sumac and winged sumac; however, no populations of endangered Michaux's sumac were encountered. This project will have No Effect on Michaux's sumac. Northem long-eared bat (NLEB) was not listed as threatened at the time the Environmental Assessment was performed. In North Carolina, the NLEB occurs in the mountains, with scattered records in the Piedmont and coastal plain. In western North Carolina, NLEB spend winters hibemating in caves and mines. Since this species is not known to be a long-distance migrant, and caves and subterranean mines are extremely rare in eastern North Carolina, it is 4 uncertain whether or where NLEB hibemate in eastem North Carolina. During the summer, NLEB roost singly or in colonies undemeath bark, in cavities, or in crevices of both live and dead trees (typically z3 inches dbh). Males and non-reproductive females may also roost in cooler places, like caves and mines. This bat also been found, rarely, roosting in structures like bams and sheds, under eaves of buildings, behind window shutters, in bridges, and in bat houses. Foraging occurs on forested hillsides and ridges, and occasionally over forest clearings, over water, and along tree-lined corridors. Mature forests may be an important habitat type for foraging. Biological Conclusion: May Affect Potential NLEB roosting habitat is located in the forested riparian area along stream SJ as well as the wooded areas between the railroad tracks and NC 54. A review of North Carolina Natural Heritage Program (NCNHP) records accessed on May 4, 2017 indicates no known NLEB occurrences within 1.0 mile of the study area. The project is not located in a red HUC as shown on the USFWS web site httas://www.fws.qov/raleiqh/NLEB RFO.html At this time road and bridge construction is not anticipated to utilize any blasting or percussive activities. Geotechnical borings indicate that rock is relatively deep and will not be encountered during construction. Bridge pillars/supports are to be drilled and casUpoured in place. 5 AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIP'TION: LOT N0. N/A PLAN N0. N/A PARCEL ID: N�A SrREET ADDRE55: Carpenter Fire Stalion Road Realignment and Grade Separation Please print; Property Owner: Tom Ellis, PE, tom.ellis(�townofcary.org Property Owner: N/A The undersigned, reglstered property owners of the above noted property, do hereby authorize Ron Johnaon, ron.joh�son(�aecom.com , a f AECOM, 701 Corporate Center DrNe, Suite 475, Releigh, NC 27807 (Contractor / Agent) (Name of consultlng flrm) to act on my behalf and take all actlons necessary for the processing, Issuance and acceptance of this permit or certlflcation and any and all standard and spedal conditlons attached. Property Owner's Address pf dlfferent tfian property above); 316 North Acedemy Street, Cary, NC 27513 Telephone: 919-469-9333 We hereby certlfy the above Informatlon submitted In thls applicadon Is true and aaurate to the best of our knowledge. . AuthOrl� tu�� c�: (o � 9 j`3 Authorized Sig re Date: �'/�_...�Zv�% Statement of Mitigation Credit Availability Bass Mountain Mitigation Bank )une 22, 2017 Ms. Tasha Alexander U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 Re: Availability of Compe��satory Stream Mitigation Credits Project: Carpenter Fire Station Road We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that 463.4 Stream Mitigation Credits (Credits) from the Bass Mountain Mitigation Bank (Bank) are currendy available and all or a portion may be used, once transFerred, For compensatory mitigation rela[ive to the Carpenter Fire Station Road project, and as proposed by Town of Cary (Applicant). The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation Responsibility Transfer Form (Transfer Form) within five (S) days of receipt of the full purchase price. We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE with an updated copy of the Bank's Ledger, reFlecting the transaction. Transaction information in the updated Bank Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited Credits. Should your office have any questions, please contac[ me at 919.334.9123. Sincerely, `!�u� f�q,� � Tiffani Bylow Restoration Systems, LLC I 101 I la�ncs St.. tiuite? I I• Ralci¢h. NC 2760d •��S�s.resNralionsv9tcros.com • Ph 919.7S�.9d911 • Ps 919.75i.9d9_' � Mitigqtion Services ENVIHONMENiqIOWLITV Tom Ellis Town of Cary 316 North Academy Street Cary, North Carolina 27513 ROY COOPER MICHAF,L S. RLGAN s., ., ��„, June 20, 2017 Expiretion of Acceptance: December 20, 2017 Project: Carpenter Fire Station Road (TIP U-5502) County: Wake The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accepl payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in Ihe DMS in-lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacls. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit1401 Certi£cationlCAMA permit within this time frame, this acceptance will expire. It is the applicanYs responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following lable. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River CU Location Basin (8-digit HUC) (Sq. FL) � (Sq. Ft.) Cold Cool Wartn Ri anan Non-Ri anan Coastal Marsh Impact i Cape Fear 03030002 0 0 0 0.27 0 0 11,150.0 12,836.0 (UNH) Upon receipt of payment, DMS will take responsibility (or providing the compensatory mitigation. The mitigation will be performed in accordance wi[h the In-Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC 026 .0295 as applicable. Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-89'I5. cc: Ron Johnson, agent Sincerely, � Ja e . B Stanfill Ass Management Supervisor Sla�enf?1nnhCarolinu GnvironmCn�alQualily MiliyalinnServices 1652 Mail Sen�ia Cemer ' Rnlcigtt NC?]GY9-165� 217 W. Junes S�reet $mm 3000 919 70"I R9T6 T � ��.�„• North Carolina Department ot Transporlatlon SI011Yl�vk)tfY �� _ . Highway Stormwater Progmm STORMWATER MANAGEMENTPLAN �Venlon 2�6t Releasetl June 2016) FOR NGOOT PROJECT$ WBS Element TIP No.: 11-55W � ST-1204 Coun �ies : Wake Pa e 1 of i General Pro ect Informatlon WBS Element TIP Num�er: U-5502 � ST�i204 Pro'ect T e: Roadwa Widemn Oate: 8�15:2016 NCDOT Contact'. Galen Cail, PE Contraclor ( Desi ner: JoshuS G Daiton. PE Atldress: NCDOT Hydrauhcs llmt Atltlress: Sunga[e �esign Group. PA 7590 Mail Service Center 9t 5 Jones Frankiln Rd Ralei h. NC 27695 Raiei<h. NC 27606 Phone: 919-707-671 7 Phone: 919-659-2243 ea1. 201 Email: ca�l ncdo�. ov Email: dalton sun aledesi n.com Ci Rown: Cd Coun 1e5: Wake River 8asin s: Ca e Fear Neuse CAMA Count ? No Wetlantls wit�in Pro�ect Limits7 '/es ' ProectDescri Ion Pro ecl Len th lin. miles or fee[ : 0602 miies Surrountlin Land Use: Mixed� Resitlential AgriculNraL Commemial Suburban Pro etl Pro ect EzisUn Site Pro'ect BuiIEU on Area ac. 6 2 ac. 2.5 ac Typical Cross Section Description: 12' wide travei ianes wdh ihmugh lanes, Nm lanes. raised median antl a wmbinabon of 70' wide trevel lanes with grass shoulders and aitches gress shoultler antl tlrtch sectlon. and expressway gutter Annual Avg Daily Troffc (veh/hr/tlay): pesi ruFuture 20.200 Year 2035 Existm . 136D0 Year 2017 General Project Narrative: Carpenter Fire Station Road Realignment and Grade Separation pmposes [o wnskuc! a four-lane median tliwtletl taciliry from NC 55 to Mortisville Carpenter Road and along �Description of Minfmiza[ion of Water Morrisville Carpenter Roatl to a pomt �ust west of Louis Slephens Drive The prolect includes mnstruction of a gretle separation enabling the roatl to pass untler Ihe CSX �uality Impacts) Railmatl. The reahgnmem of Carpenter Fre S[ation Roatl woultl provitle a tlirect weSFeast connection behveen NC 55 and Morrisville-Carpenter Roa0lhat passes lhrou9h Ne Carpenter Historic O�stnct The prolect is m easl-cent2l North Carolina near Me bountlary oi ihe Neuse antl Cape Fear River drainage basins The ove�svhelming maJoriry of the tlramage associaletl with this pro�ect is locatetl in the Cape Fear tlramage 6asn. wrth a small area of wetlan0 impacts in the Neuse basin This pmject is located in the Jortlan Lake wa[er supply watershed and subject to Jartlan Lake bufler rules. The pro�ect is locatetl in notlhwest Wake Counry m a last growing area locatetl near Research Tnangle Park that receives heavy commuter traftic. The vertical alignment will pass un0er the enisting CSX Ratlmatl lrack antl 6e in fo NC 55 at the existmg grade This alignment will create a low point wnere Ine new roatl goes under the CSX Railmad. The alignment will untlercut a junstlictionai sVeam lhat serves a fa�m pond �ust north ol the alignment Earth bertns will be �uilt on each sitle of the undercut. Pond tlraina9e will be coltected and piped untler the madway and tl�scharged to the pontl The portion of pond tl�ainage that is drvertetl tlue to the undercut will be supplemented wtlh ratlroad dramage south o/ the underpass. Veloci6es for ditches discharging to wetlantls has been limded to a maximum of 2 0 fps (70yr s�orm) aod impacts to sVeams and wetlantls �ave been mimmrzetl by using minimal cover on Oramage cross pipes. Waterbod InPormatlon Surtace Water Botl 1: Moms Branch NCDWR Stream Intlex No.: 16-41-1-17-3-1 NCDWR Surtace Wa[er Classification for Water Botly Prima Classlflwlion: Water Su I IV WS-I Su lemental qassification: Nutrient Sens�tive WaterS (NS Other Stream Gassifica[ion: Im airments: None A uatic T8E S ecies7 No Comments NRTR Stream 10: N/A BuHe� RWes in Ef/ect: JoMan Lake Pro ect Includes Brid e S annin Watei Botl 7 No Deck Dmins �ischar e Over BUHer? WA Dissi ator Pads Provitletl In BuHer? NIA Deck Drains Dischar e Over Water Botl ? N/A (lf yes, provide justihcavon m Ihe General Project Narrabve) pt yea �escribe in the General Pro�ect Narrative, if no, pisbfy in the (IF yes. pmwtle lusiilicabon in Ihe General Project Narratrve) General Pro�ect Narratne) t 6};It�vav North Caroiina Depar[ment of Transportatlon b�U17�rivE�1('r Highway Stormwater Pro9ram .�. STORMWATER MANAGEMENTPLAN — �Venlon 2.OB; ReleauE Juno 1016) FOR NC�OT PROJECTS WBS Element TIP No.: U�55021 ST-7204 Coun ies : VVakE Pa e 2 of 2 AOditlonal Waterbatl Information SURace Water BOU 2: Panlher Creek NCDWR Stream Intlex No.: 16�41-1-1'3 NCDWR Surtace Water Classifiwtion for Water BOCy Prima Classification: Water Su I N(WS-IV� Su lemental Classification: Nulrient Sensilrve Waters (NSW Other 5tream Classitication: None Im airments: None A ua6c TBE S ecies? No Comments. NRTR Stream ID: N/A BUHer Rules in EflecC Jortlan Lake Pro ect Includes Britl e S annin Water Bod ? No Deck Drains Dischar e Over BuHer7 N!A Dissi ator Patls ProviUeA in Buffer? NiA Deck Drains Dlschar e Over Water Bod ? NrA Ut yes_ prnv�tle �usb+�cauor in ihe General Pruiect Narrat�,ve� p/ yes. tlexobe m the General Pro�ecl Narranve�. d no. �ustiy m the (If yes. pi'ovitle IuS�diCalion in the General Pro�eci Narratrve) General Pro�ed Nartaiive) SuAace Water Bod (3): Crabiree CreeY. NC�WR S[ream Intlez No.: 27-33- 1 NCDWR Surtace Water Classification For Water Body Prima Classificatiore Class C Su lemental Classifcalion: Nutnen� Sensilive Walers NSW OtOer Stream Classification: Im airments: BenNos Poor Fish Tissue Mercu A uatic T8E 5 ecies? No Comments. NRTR Stream ID: NIA BUHer RWes In Eflect: Neuse Pro'ect Inclutles Britl e 5 annin Water BOA ? No Deck Drains Dischar e Over Butter? N/A Dissi ata� Pads Provided in BuHer1 N/A Deck Drains Dischar e Over Water Botl ? N/A (II yes. provide rystificaUon m the General Pm�ect Narrabv=) (tl yes. describe in Ihe General Pmjed Narratrve. d no. �ustiry in ihe (It yes. proviae �us�iticallon in the General Pro ect Nanabve) General Prqect Narratrve� U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2013-01551 County: Wake U.S.G.S. Quad: NC-CARY NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: AECOM Kevin Laao Address: 701 Coroorate Center Drive Suite 475 Raleieh. NC, 27607 Telephone Number: Size (acres) Nearest Town Carv Nearest Watenvay Morris Branch River Basin Haw. North Carolina. USGS HUC 3030002 Coordinates Latitude: 35.82199 Longitude: -78.873654 Location description: The project study azea is bordered to the east by Louis Stephens Rd., and to the south by Indian Wells Rd. and and to the west by Howard Rd. as shown on the attached map. Indicate WLich of the Followina Apolv: A. Preliminary Determination X Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department o(the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regula[ory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for fiuther insVuction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. B. Approved Determination There are Navigabte Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Hazbors Act and Section 404 af the Clean Water Act. Unless there is a change in the law or our published regulations, this detertnination may be relied upon for a period not to exceed five years from the date of this notification. There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the wetlands on your property delineated. Due to the size ofyour property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period no[ to exceed five yeazs. The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Ofticial identified below on _. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described project area which aze subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. Page 1 ot2 _ The property is located in one of the 20 Coastal Counties subj ect to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to detertnine their requirements. Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination andlor the Corps regulatory program, please contact James Lastin�er at 919-554-4884 x32 or James.C.Lastin�er an,usace.armv.mil. . C. Basis For Deteranination: Stream channels on site exhibit an established OHWM. Wetlands on site erhibit criteria as described in the Corns 1987 wetland delineation manual and annronriate re�ional supAlement. D. Remarks: E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985, If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you shouId request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. AppealS Inf01'mation (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional iletermination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this d'etermination you must submit a completed RFA form to the following address: ° US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office wiihin 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. * * ,, p Corps Regulatory Official: Date; November 19. 24'13� E�,`�Siration Date: November 19 2018 Applicant: AECOM Kevin La File Number: SAW-2013-01551 � Date: November 19, 2013 Attached is: See Section below ❑ INITIAL PROFFERED PERMIT (Standard Pennit or Letter of ermission) A ❑ PROFFERED PERMIT (Standard Permit or Letter of ermission) B ❑ PERMIT DENIAL � C ❑ APPROVED JURISDICTIONAL DETERMINATION D � PRELIMINARY JURISDICTIONAL DETERMINATION E SECTI.C7N�I� .Tlaefol_l.o,�u�ng��il'entr�eszyour�r�ghts4and�optiorlsregardipg;a��.a�lu�iiust�ativesap�ealloftlieabove�deei5. '�dd�t�on�I�m�fomnahQn�may:Ue fottnd at.�http�//�w�wAw.usaeefarrnV:�nil/irie�/�fi�nctions/cw%ecwo/ree or � - Corpsscegulafions'�at 3�3,�GI'R:�Part�33�T. � ' � � � � � � � � � A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on tl�e Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional detenninations associated with the permit. . OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section Bobelow. , B; PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept tl�e LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the pennit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain tenns and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PRELIMINARY .IURISDIC'fIONAL DI:'I GRN11NAllON: You do not necd to respond to the Corps rzgarding the pr�liminary.lD. "T'he Preliminary JD is not appealable. Ifyou �+ish, you may requcst an npproved ,IU (which may be appealedj. hy contacting the Corps district f'or furthcr instruction. Also you may provide new information for Ilirther consideration by the Corps to reevaluate tht Ip. SECTION ll - RE UEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT Rf1:�50\S �OR APP��AL OR OI31FCllONS: (Describe l�ur rra,ons for uppcaling the clecision or your objections lo an initial proftzred pennit in clear concise statemenls. You may attach additionul informalion to �his form to clarify wherc your reasons or ol�jections are addres-sed in tl'�c administrative record.) ADDIT[ONAL INFORMATION: The appeal is limited to a revicw of the administrative rccord, the Corps mcmorandum for ihe record of thc appeal conference or meeting, and anV supplemenlal information that thc review oflicer has determined is needed to darify the administrmive record. Neither thc appcllant nor the Cuips inay add new information or analyses to the record. I 1��ever. �ou innv pruvide addition�l inform�ition to cl.irifi' thc lucation of informati��n th:ri i: alrcady in thr adininistr�iticc record. POINT OF CONTACT FOR UESTIONS OR INFORMATION: I �� ou h.��o quc,ti�,ns reeurdinr Ihis dcci.ion .uid!or the II � uu unly ha��e yucstiuna ragarding lhe appeal pic�cess yuu may� appenl process you may contecr. also contucr. Dish�ict Engincer, Wilmingron Regulatory� Di��ision, Mr. J�son Steale, Administrative nppeal Review Officer Raleigh Negulatory F'icld OI'fice CLSAU-PDO Attn: James Laslinger, Regulator,y Specialist U.S. Anny Corps of Engineers. Soulh Adantic Division 3331 Heritage Tr:�dc Dr., suite 10� 60 Porsyth Slreet, Room I OM I S �i'ake Forest, NC 27gg7 Atlanta, Gcorgia 30303-8501 919-554-�88d est32 Phone:(404)562-�137 RIGHT OP ENTRY: Your signatwe bclow grants the right of cntry to Corps of F,ngineers personnel, and any government consullants, to conduct investigations ol the project site during the coursc ol Ihe appcal process. You will be provided a I S da} nutiec of an sitc investi �ation, �nd will have the o ort�unit to artici ate in all site investi �ufions. Datc: l'elephone number: Signnlurcofu� cllanlur,l enl. For appeals on Initial Pruffered Permils senJ this form to: Uislrict EnQinecr, �b'ilmington Regul�tory Division, Attn: .fames Lnstinger, 69 DarlinQton A��enuc, Wihninglun, North Carolin:� 28�03 Fur Permi[ denials, Nroffercd Permits and approved Juris�ictiunal Determinations send this f'orm to: Division Engineer, Commander, U,S. Arm�� I;ngineer Divisiun, South Atl�ntic, Attn: Mr. Jasun S[eele, Administrative Appeal Officer, CESAD-PUO, 60 Porsvth titreet, Room IOMIg, p�1anW, Genrgia 30303-A801 Phone: (40a) i62-5137 Pd2ELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JiJRISDICTIONAL DETERMINATION (JD): November 19, 2013 B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: 701 Corporate Center Dr., suite 475, Raleigh, NC 27607 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, City of Cary, Carpenter-Fire Station Road Realignment, SAW-2013-01551 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Wake City: Cary Center coordinates of site (lat/long in degree decimal format): Lat. 35.82199° Pick List, Long. -78.873654° Pick List. Universal Transverse Mercator: Name of nearest water body: Morris Branch Identify (estimate) amount of waters in the review area: Non-wetland waters: 3,2991inear feet: width (ft) and/or acres. Cowardin Class: Stream Flow: Wetlands: 1.246 acres. Cowardin Class: Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non-Tidal: E. REVIEW PERFORMED FOR SITE EVEILUATION (CHECK ALL THAT APPLIES): ❑ Office (Desk) Determination. Date: ��ield Determination. Date(s): August 27, 2013 by Mr. David Shaeffer 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2, In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicanYs acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; � (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeai or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and atl terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictiona] issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an o�cial determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies all ayuatic features on the site that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): � Maps, plans, plots or plat submitted by or on behalf of the applicanticonsultant: . � Data sheets prepared/submitted by or on behalf of the applicant/consultant. � Office concurs with data sheets/delineation report. , ❑ Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: , ❑ Corps navigable waters' study: . ❑ U.S. Geological Survey Hydrologic Atlas: . ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. � U.S. Geological Survey map(s). Cite scale & quad name: . � USDA Natural Resources Conservation Service Soil Survey. Citation: . ❑ National wetlands inventory map(s). Cite name: . ❑ State/Local wetland inventory map(s): . ❑ FEMA/FIRM maps: . ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) � Photographs: ❑ Aerial (Name & Date): . or [] Other (Name & Date): . ❑ Previous determination(s). File no. and date of response letter: . � Other information (please specify): Site visit made on August 27, 2013. IMPORTANT NOTE• The information recorded on this form has not necessarilv been verified bv the Corns and should not be relied uaon for later jurisdictional determinafioos. ��j9�j3 Signature and date of = person requesting preliminary JD (REQUIRED, unless obtaining the signature is Impracticable) 2 Table 1. Jurisdictional Features along U-5502 Carpenter-Fire Station Road Realignment �Ncme � _SfaEus _HUG ._ :Wefland��,Type �=NCDWQ:St:�eamlScore - �Jurisdiction __ STRE'AMS' SB Intermittent 03030002 29.5 Jurisdictional SC/SF Perennial 03030002 30.5 Jurisdictional SPA Intermittent 03030002 � Not Scored (Extremefy disturbed) SD Intermittent 03030002 22 Jurisdictional SE/SPB Perennial 03030002 30.5 Jurisdictional SG Intermittent 03020201 26 Jurisdictional SH Intermittent 03030002 21 Jurisdictional SJ Intermittent I 03030002 24 Jurisdictional WETIANDS WC Adjacent RPW � 03030002 Riparian NA Jurisdictional WD Abutting RPW 03030002 Riparian NA Jurisdictional WE Adjacent RPW 03030002 Riparian NA " Jurisdictional WG Adjacent RPW 03030002 Riparian � NA Jurisdictional WH Abutting RPW 03030002 Riparian NA � Jurisdictional WI Adjacent RPW � 03020201 Riparian NA Jurisdictional WJ Adjacent RPW 03030002 Riparian NA Jurisdictional WK Adjacent RPW � 03030002 Riparian NA Jurisdictional WL Abutting RPW 03030002 Riparian NA Jurisdictional WM Adjacent RPW �3030002 Riparian NA Jurisdictional _------� -- • _ _ _ ,�--�—�— . . _ . .; , . _ PONDS; _ ., � ; _ ', ^, .: ' _ �, . - - - ,�' �; -- ;.� . , - -- ,. ��ti' � PA Impounded RPW 03030002 NA Jurisdictional PB Impounded RPW 03030002 NA lurisdictional PC Impounded RPW 03030002 NA lurisdictional PD Impounded RPW 03030002 NA Jurisdictional � � � � � r �� RI � oz � o � �s c � r m � G � � � m -� 0 � N 0 w y� ------- • .� � : ��] ��il��.., �a �i,. �� .� �, Ci� x�!? - � j�. *�� by�� ^'� ' ' , �� ry�.: r ;,''-0 . ,/ / �*,.�. ! l.,g �y '` �Y�` , /U'' ` n �. . 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[l:lii- U-5502 X-21 ` PERMIT DRAWING � I I SHEET 19 OF 20 � - -- . _ _ I � I PROP SEb I T C — r— � f� EX STING DETOU TRAC I � � ' � I I I I I ' � i -- � -�--_ �-- � - �-� _�- � i i �i li I I _I _ _ — — i � -- - - I i -- I � -- - - _ ._ -:- , � _ �I I I i _ _ _ _ - -I - - - - -- ' 'i � _ P OP SED I T C I I � -- — . _ , _ E ISTI G DETOU TRAC I _ — _ I � I � � I� I I -I- I- - � I � - ---- -I- �-- I I � - � I \ I _�I i I , _ --. i - __ _ - I i I � �— _ __ � --- --- J _ , - _— I _ . _ � _ ___ 'j I ! i ' _ _ _ _ � P OP SE I T C � � _ _— , I - - - — - -- SITE b I � EX STI G DETOU TRAC � � � � � eru o � � -� — — � I � o � � ��i — � }- — � _ --- — �` �� n i _ ' �a - - � — ow o� LLI" I I I — -- — , — I o i�� i � i I I : � � - - II _. - — — — — �= — — � — , . , � ,. , I� ,a ,o ,o ,o ,o ,a , � , , � ,o ;o ,�o ,o �o ,a :�� 1116ETLAND PERMIT IIIiIPi4CT �Ui�IIMARY 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) 1 17+44-18+36 -L- ROADWAY 0.06 0.14 0.02 0.02 163 2 25+59-25+76-Y3-RT ROADWAY FILL <0.01 3 103+27-103+54-Y1-LT 30" RCP < 0.01 4 19+06-19+46-M1-LT RAILROAD FILL 0.02 � 5 19+92-20+14-M1-LT 48" RCP < 0.01 32 6 22+81-23+91-M1-LT RAILROAD FILL 0.03 TOTALS*: 0.11 0.14 0.02 < 0.01 0.02 195 0 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 �� I i 1 � 55 ' I _ �„e -� 1 BECIN �` PAOJECT� t ` w,�� I E9a� VICINITY MAP / � 9°wM I _\ � +� i f � � � � � � 1 � __ N..� � � � �u'1 z � _ I :e�r � r - W ._., 55 � �' m� � --- BEGIN TIP PROJECT U-5502 —L— STA 10 + 00.00 �! �� _ - _ ` _ �\' <_. GREEN �MUR�H�R�AD GRAPFIIC SGALES �o :a o �a eo .. ,.i ..I_.. _ LlJil�l i ---'_-- _. PIANS 50 35 0 10 9U IT_. � �� 1 �-� . �� _ - PROHIE IHORIZOMAI� 10 5 o ta ]o �. . .I i ."_-�.� � � PROFlLE fVF0.TIUJ.1 TOV��N O CARY NORTH CAROLINA /�-� "� � 376 North Academy Stree� i:�� ,� I � Cary, N.C. D513 Te1:919-469-0030 Fax:919�60-4935 S www.townofcary.org CARPENTER FIRE STATION ROAD REALIGNMENT AND GRADE SEPARATION WAKE COUNTY LOCATION: FROIv1 NC 55 TO LOUIS STEPHENS DRIVE TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES, SIGNALS, AND WIDENING Town of Cary Project No. ST-1204 � NCDOT Proiect No. U-5502 DESfGN DATA ,NT ZQ7Z_- 13,600 ADT �_= I0,]00 K - 10 X D - 55 % T = I % ' V = 50 MPH • TTST I % DWL 3% iUNC CV.55 = COLLFCTOR AEGIONAL TIER SITE 1 E i�" 'i ' � � �g . I4 BEGIN CONSTA � -YI- STA.102+. � �� lO \ J c � � -' �b- ',� E� _ _1 = ' �A 1 PROJECT LENGTN LENGTH ROAOWAV PP PROIER USSOP = 0.60I MILES IENGTM STRUQIIRE PP PROIER LL5502 = 0 MILES TOTAL IENGTM TIP P0.01ECT 0.550] - 0.602 MILES 0 q � q �1 +93.88 = �' � E 0+98.04 •�a z ��\ s��o V � �-'�- �� END CONSTRU � i -0Rl- STA. l0 i , �,�� \ \ 11- � , BEGIN CON ��J DRl- STA.2 TNUF,X OF SHEL-TS Sheet No. Description 1 COVERSMEEi 1B CONVENTIONAI.SVMBOLS YA-1toPAd TVPICPLS it1 PLANBPROFlIE X-O lo %-29 CROSS SECTIONS Contact Information: Tom. E I I is@townofcary.org 919.469.4333 BUFFER IMPACTS PERMIT z �_ W F�. H N � � ..1 1 ` n�� \_ \ M�RR/S�IL(f� END TIP PROIECT U-5502 —L— STA. 41 + 79.22 THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF CARY METHOD "_" CLEARING SHALL BE USED ON THIS PROJECT Pre�pmN In �hv O(firo d. IlY01tAL'/lC3 £NGd\'!'PR /,",1 �ltil�AA%II ... ,„�� cs F/GHT OF N'AY DATF.'� LE�HIL �PE �rai.sa�a_ • TOm�HI�EB � D. 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