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20140368 Ver 1_Application_20140410
°� warE90 � Office Use Only: �t 3 �� Corps action ID no. o < DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) ForI'tll A. Applicant Information 1. Processing , 1 a. Type(s) of approval sought from the Corps: ❑X 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 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes © No For the record only for Corps Permit: ❑ 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 or in -lieu fee program. ❑ Yes © No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. El Yes ©No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑ No 2. Project Information 2a. Name of project: SR 2021 Extension 2b. County: p Lenoir 2c. Nearest municipality / town: Kinston' 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 49005 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if applicable): N/A 3d. Street address: 105 Pactolus Highway NC 33 P.O. Box 1587 3e. City, state, zip: Greenville, NC 27835 3f. Telephone no.: 252 -439 -2800 3g. Fax no.: 252 - 830 -3341 3h. Email address: jbjohnson @ncdot.gov FAPRI014 Page 1 of 10 PCN Form — Version 1.4 January 2009 t 4. Applicant Information (if different from owner 4a. Applicant is: ❑ Agent Q Other, specify: Division 2 Environmental Officer 4b. Name: Jay B. Johnson 4c. Business name (if applicable): North Carolina Department of Transportation 4d. Street address: P.O. Box 1587 4e. City, state, zip: Greenville, NC 27835 4f. Telephone no.: 252 -439 -2800 4g. Fax no.: 252 - 830 -3341 4h. Email address: jbjohnson@ncdot.gov 5. Agent/Consultant Information (if applicable) 5a. Name: N/A 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.. 5g. Email address: ' •� �`�" ; °+'YES`.:. .Jt , }'l :4, _ t r Page 2of10 t" B. Project Information and Prior Project History 1. Property Identification la. Property identification no. (tax PIN or parcel ID): SR 2021 Extension 1b. Site coordinates (in decimal degrees): Latitude: 35.269668 Longitude: - 77.649372 1c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT to Neuse River Tributary 2b. Water Quality Classification of nearest receiving water: Neuse River; C, NSW 2c. River basin: 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: New location is an extension of SR 2021 Smithfield Way. Project will connect SR 2021 to US 258. Agriculture and residences dominate the landscape. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 100 3d. Explain the purpose of the proposed project: Extension of SR 2021 Smithfield Way. 3e. Describe the overall project in detail, including the type of equipment to be used: Grading, Paving, Drainage and Structure Installation. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency /Consultant Company: Other: 4d_ If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. S. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes O No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes 0 No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ® 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. Wetland impact number Permanent (P) or Temporary 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g_ Total Wetiand Impacts: 2h. Comments: 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. Stream impact number Permanent (P) or Temporary m 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert Ditch PER DWQ 10 72 S2 T Culvert Ditch PER DWQ 10 28 S3 - Choose one - - S4 - Choose one - - S5 - Choose one - S6 - Choose one - 3h. Total stream and tributary impacts 100 3i. Comments: 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 indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Weiland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? © Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman' ❑ Other. 6b. Buffer Impact number — Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet ) 6g. Zone 2 impact (square feet B1 P Fill Ditch No 2,270 2,385 B2 P Fill Ditch No 1,355 1,480 B3 - Yes/No B4 _ Yes/No B5 _ Yes/No B6 _ Yes/No 6h. Total Buffer Impacts: 4,655 2,835 6i. Comments:Zone 1 Impacts - 0.107 Acres, Zone 2 Impacts 0.065 Acres Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Flat bottom ditches were used to treat water and no new ditches were placed in buffer zones. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: S. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a pennittee 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 within a protected riparian buffer that requires buffer mitigation? Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 -T 1.5 6f. Total buffer mitigation required: 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). 6h. Comments: 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 Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. See Stormwater Management Plan ® Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this project require a Stormwater Management 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. The proposed roadway typical consists of 214' - 20' wide lanes with 6' grassed shoulders. The proposed structure Is a 12'x Tx 72' long concrete box culvert. Flat bottom ditches and shallow grades have been used to assist treatment of water. 2e. Who will be responsible for the review of the Stormwater Management Plan? DWR 401 unit 3. Certified Local Government Stormwater Review 3a. In which local governments iurisdiction is this project? NIA ❑ Phase 11 ❑ NSW 3b. Which of the following locally- implemented stormwater management programs ❑ USMP apply (check all that apply): [] Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been []Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a. Which of the following state - implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 ®Other: NPDES Permit 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes © No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal /state/local) funds or the ® Yes ❑ No use of public (federal /state) land? 1b. 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 No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. 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 ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B.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): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑Yes ❑X 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. 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. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? _ 5b. Have you checked with the USFWS concerning Endangered Species Act ❑Yes ® No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? North Carolina Fisheries Database 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ®No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NCDOT HEU Historic Architecture and Archaeology - See attached letter 8. Flood Zone Designation (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: 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps Jay B. Johnson 04 -07 -2014 Applicant/Agent's Printed Name Date gen ignature Vca� (Agent' sl at s valid f an authorization Vnt le om a Ii s rovi ded. Page 10 of 10 ! y APR 1 u 2014 Project 7iacking No.: E13-08-0002 err. ,,,,,.,—. r'eiNO ARCHAE i Fyvtli$ Y REQUIRED FORM r R:1 This form only pertains oo ARCHA O ICAL RESOURCES for this project. It is not F : ;01 valid for Historic Architecture and Landscapes. You must consult separately with the �..4Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: SR2021 Extension County: Lenoir WBS No: 49005 Document: MCS F. A. No: Funding: ® State ❑ Federal Federal Permit Required? ® Yes ❑ No Permit Type: NWP14 Project Description: SR2021(Smithfield Way) extension from SRI S48 (Hill Farm Rd) to US258 in Lenoir County, North Carolina. The work will include grading, paving, drainage, and structures. The archaeological Area of Potential Effects (APE) embraces the 1,442ft10.27 mile project length and I00ft wide proposed right -of -way (RO 99. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: A map review and site file search conducted at the Office of State Archaeology (OSA) on Friday, August 16, 2013 demonstrated that no previously documented archaeological sites are located within the boundaries of the APE or directly adjacent to the project study area. An examination of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO website concluded that no meaningful historic properties with the potential of containing contributing archaeological elements were located inward of or directly proximal to the APE. In addition, historic maps of Lenoir County, Kinston, and the project study area were examined for evidence of former structure locations, land use patterns, or other affirmation of past occupation /utilization of these lands. In general, the historical resources review confirmed that no existing NRHP listed properties, unassessed archaeological sites, or cemeteries will be impacted by the proposed project. Further, based on the historical and cultural resource profile of the surrounding area, little potential exists for the recovery of noteworthy or compelling data at this location. The APE was referenced on topographic, geologic, NRCS soil survey maps (Wn, Pr) and other environmental mapping for the evaluation of geomorphological, hydrological, and other correlatives that may have resulted in historic or prehistoric occupation of the project location. Also, aerial photographs ( NCDOT Spatial Data Viewer) were examined and the Google Street View map application (when amenable) was utilized for assessing disturbances, both natural and human induced, which compromise the integrity of potential archaeological sites /deposits. Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE. The project APE contains no NRHP listed historic properties, previously identified archaeological sites or cemeteries. The underlying ground surfaces are characterized by poorly drained and very poorly drained soils; man -made canals divert ground water for agricultural utilization of these lands. Prior to drainage of this area, both prehistoric and historic settlement and occupation would have been established on elevated and well- drained nearby land surfaces with - directly - adjacent water - sources: The-currently- defined APE -does not-qualify -as- such. - Overall,- environmental - - -- indications point to a low potential for site documentation within the meager project limits. Since the proposed project will not impact any undisturbed areas, significant NRHP eligible archaeological resources are unlikely to be affected by the project. No further archaeological input or work will be necessary for this state - funded NCDOT Division 2 road extension project. No ARCHAEOLOGYSURVEY REQUIRED "form for Minor Transportation Projects as Quaff in the 2007 Programmatic Agreement. I of2 f K: `4 a Project 7Yacking No.: 1 SUPPORT DOCUMENTATION See attached: ® Map(s) ® Previous Survey Info ® Photos OCorrespondence ❑ Photocopy of County Survey Notes Other: FINDING BY NCDOT ARCHAEOLOGIST O ARCHAEOLOGYSURVEYREQUIRED "No ARCHAEOLOGYSURVEY REQUIRED "form for Minor Transportation Projects ar QmllM ha the 1007 Programmatic Agreement. 2 of 2 SR 2021 EXTENSION FROM HILL FARM ROAD TO US 258 GRADING, PAVING, DRAINAGE AND STRUCTURE FALLING CREEK USGS QUAD MAP AND SHEET 15 OF THE SOIL SURVEY OF LENOIR COUNTY FIRM PANEL 4504 MAP NUMBER 3720450400K MIDDLE NEUSE 03020202 SR 2021 NEUSE RIVER BASIN EXTENSION WBS ELEMENT NUMBER 49005 JULY 29, 2013 EE CL N 2,000 1,000 0 2,000 Feet N L keview Tri Banks School RdSR1546 °D C N N To End State Project 49005 -L- Station 24 +42.02 Z n m U CV) � $t C0 $t L y Begin State Project 49005 groan �B us -L- Station 10 +00 T US-1 N 555741.5565 N E 2403120.5008 R200 N 35 -16 -10 W 77-38,58 70 N N 35.269668 1 V W e W 77.649372 @� ,u oo US 70 EE CL N 2,000 1,000 0 2,000 Feet SR 2021 EXTENSION FROM HILL FARM ROAD TO US 258 GRADING, PAVING, DRAINAGE AND STRUCTURE FALLING CREEK USGS QUAD MAP AND SHEET 15 OF THE SOIL SURVEY OF LENOIR COUNTY FIRM PANEL 4504 MAP NUMBER 3720450400K MIDDLE NEUSE 03020202 SR zOZ1 NEUSE RIVER BASIN EXTENSION WBS ELEMENT NUMBER 49005 JULY 29, 2013 r� 1 Ban� dSIZti546' i6'. _ S " • »,� .. -� � �"�-�� =�, ; ,;`� � ;n�a) End State Project 49005 -L- Station 24+42.02 . ice' _ } � 1 � ' • ..�. , p I + ". M r1.4tr -- p 1 p Cr o0 fi,` 1t�i,gy k a sue- - _ N Begin State Project 49005 j' y -L- Station 10 +00 �- •n 1 N 555741.5565 - �sl `�•a E 2403120.5008 a '. �• ' .� N 35 -16 -10 0 W 77 -38-58 d Te Ic lereel i C. f N 35.269668 U$7 Q 1 I^ is 2,000 1,000 0 2 ,000 Feet M v° Yh Upa D b s o� 4e uh,rl� 2 N 4 Y ^J• 1 Q 16 Y�� ^11 ^d p wy �1 t5 u1a 411 3 a L 6• : ' a c.1 t ' � r -a r Q na•ePrlyll,.� � � ! PH 19r1.a111H 4 s� I a1J1 uP PJ ooJ to po(YN O� O o� y a LL c.y1r. u..1 nl o� V o a A�.jzq C: u D z = LL = I lll.rl j 11 _ O • IIM UV_nq:nU llourJ � � 1iH .Irr II�S s�u(•fi - � 1.. V , a Cl f. 9 U 0 if S Y�S A�.jzq C: u D z = LL = I lll.rl j 11 _ O • IIM UV_nq:nU llourJ � � 1iH .Irr II�S s�u(•fi - � 1.. V , a Cl f. 9 U 0 ER R$• �' O. E { •. .:i. a • ✓J • `� ,{,Cem +i n Dr -- - A fir• ' �• 7 r estvie►y C Rw '�T w,errs�s �� • - t • 1 r • • • • ' Lellt ow Td �'. - . • • •••• • • Q aq BM .a E"16 I Rd San" bit, SR • 1 1 . j• 99 • Dr Sai id Clay Rd ?? - •' wac hutch of &A ZO a3Wefw . --AND E M ER 05-0609 = r • -�•- -- EAST • torage Wns 16 2021 SR •q i . - Parrott Dkkerson Rd 1 � �t Vert1Q4 ER W-OW 1 estview ' • 4 10 -1 ' n, f O J .• t�• • •. ce ledt Temple Israel'" " Cem? , t P�nelawn 3 35x11 r c w .- � .l Cem It 30 ■ Sandpits United States High yZO _ ,..*• ti5 'i - I Grove • ° l f L7 1 r:k .... ,.may - "^ ' ch J r__); -t - _i. .}y'• ..lib 1 '�,- '- .4. — .. - _ 'SiS . +4s ER 09 -1994 r �- +_•-- ,• i . - -- _ .. - ..._ _ ... w..\ -e ER 09 -0996 Wn— Woodington loamy sand Map Unit Setting • Elevation: 80 to 330 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 210 to 265 days Map Unit Composition • Woodington, drained, and similar soils: 80 percent • Woodington, undrained, and similar soils: 10 percent Description of Woodington, Drained Setting • Landform: Depressions on marine terraces, flats on marine terraces, broad interstream divides on marine terraces • Down -slope shape: Linear • Across -slope shape: Concave • Parent material: Loamy marine deposits Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Drainage class: Poorly drained • Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 In /hr) • Depth to water table: About 0 to 12 inches •_ Frequency ofJlooding: None • Frequency of ponding: None - 0— - Available wotetcapacity. Moderate (about 7.0 inches) Interpretive groups • Farmland classification: Farmland of statewide importance • Land capability ( nonirrigated): 3w • Hydrologic Soil Group: A/D Typical profile • 0 to 4 inches: Loamy sand • 4 to 11 inches: Loamy sand • 12 to 47 inches: Sandy loam • 47 to 85 inches: Sandy loam Pr— Portsmouth loam Map Unit Setting • Elevation: 20 to 160 feet • Mean annual precipitation: 40 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 200 to 280 days Map Unit Composition • Portsmouth, drained, and similar soils: 80 percent • Portsmouth, undrained, and similar soils: 10 percent Description of Portsmouth, Drained Setting • Landform: Flats on marine terraces, depressions on stream terraces • Down -slope shape: Linear • Across -slope shape: Linear • Parent material: Loamy fluviomarine deposits over sandy fluviomarine deposits Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: 20 to 40 inches to strongly contrasting textural stratification • Drainage class: Very poorly drained • Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in /hr) • Depth to water table: About 0 to 12 inches • Frequency of flooding: Rare • Frequency of ponding: None • Available water capacity: Low (about 5.8 inches) Interpretive groups • Farmland classification: Prime farmland if drained • Land capability (nonirrigated): 3w • Hydrologic Soil Group: B/D Typical profile • 0 to 12 inches: Loam • 12 to 19 inches: Loam • 19 to 23 inches: Loam • 23 to 35 inches: Sandy clay loam • 35 to 38 inches: Sandy loam • 38 to 48 inches: Sand • 48 to 80 inches: Sand Ka— Kalmia loamy sand, 0 to 2 percent slopes Map Unit Setting • Elevation: 80 to 330 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature_ : 59 to 70 degrees F • Frost free period: 210 to 265 days Map Unit Composition • Kolmio and similar soils: 85 percent Description of Kalmia Setting • Landform: Stream terraces • Landform position (three - dimensional): Tread • Down -slope shape: Convex • Across -slope shape: Convex • Parent material: Loamy alluvium over sandy alluvium Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: 20 to 40 inches to strongly contrasting textural stratification • Drainage class: Well drained • Capacity of the most limiting layer to transmit water (Ksot): Moderately high to high (0.57 to 1.98 in /hr) • Depth to water table: About 40 to 72 inches • Frequency of flooding: Rare • Frequency of ponding: None • Available water capacity: Low (about 3.8 inches) Interpretive groups • Farmland classification: All areas are prime farmland • Land capability (nonirrigated): 1 • Hydrologic Soil Group: B Typical profile • 0 to 8 inches: Loamy sand • 8 to 12 inches: Loamy sand • 12 to 32 inches: Sandy clay loam • 31 to 80 Inches: Loamy sand REQUEST FOR CULTURAL RESOURCES REVIEW FORM MEMORANDUM TO: ATTENTION: FROM: DATE: Prv�ec17iackin�No_Lnlernal Use) -oo o z Drew Joyner, Human Environment Section 1598 Mail Service Center, Raleigh, NC 27699- 159AITERED AVO 0 6 2013 Send Electronic Submittals to: PAtrackerncdo . ov Matt Wilkerson, Archaeology Supervisor Mary Pope Furr, Historic Architecture & BILL BRAME JR DIVISION 2 ENVIRONMENTAL PROJECT INFORMATION JUL 2 9 2013 Project No: 49005 County: Lenoir WBS No * *: 49005 Document Minimum Criteria Sheet Existing ROW: N/A Type: 100, Fed Aid No: N/A Funding: State Federal USGS Quad Falling Creek Project Let Date: April 2014 Name: Schedule: Proiect Description: 5X /s4 8 Structure SR 2021 xtension from Hill Farm Road to US 258 in Lenoir County. Work will consist of grading aving, drainage and structures. Build Date: S,,, � P / i� �,/ G/ v ** Work cannot begin until a charge number is provided that can be billed to by staff in the Human Environment Section. DESIGN INFORMATION Project Length: 1,442 if 0.273 miles Detour N/A New Alignment Route: Existing ROW: N/A Proposed 100, ROW.' Existing X- Proposed X- section: section: Structure to be Structure Replaced: Build Date: Additional Design Information: '4P t c, Jui4 Project Tracking No. (Internal Use) 13 -08 -0002 RIC ARCHITECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: County: Lenoir WBS No.: 49005 Document Type: Fed. Aid No: Funding: X State ❑ Federal Federal Permit(s): X Yes ❑ No Permit Type(s): NWP 14 Project Description: Extend SR 2021 (Smithfield Way) from SR 1548 (Hill Farm Road) to US 258 (no off -site detour planned). g11MMARV OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW D_ESCRIPTIONOFREVIEWACTIVITIES. RESULTS, AND CONCLUS/ONS: HPOWeb reviewed on 5 September 2013 and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE). Lenoir County current GIS mapping, aerial photography, and tax information indicated an APE of mostly cultivated fields with several late- twentieth /early- twenty- first- century agricultural and industrial buildings at the west end of the project and late- twentieth - century commercial and unexceptional 1960s residential buildings at the eastern end (viewed 1 August 2013). Google Maps "Street View" confirmed the absence of critical historic structures /landscapes in APE (viewed 5 September 2013). No architectural survey is required for the project as currently defined. WHY THE AVAILABLE INFORMATION PROVIDES A RELIABLE BASIS FOR REASONABLY PREDICTING THAT THERE ARE NO UNIDENTIFIED SIGNIFICANT HISTORIC ARCHITECTURAL OR LANDSCAPE RESOURCES IN THEPROJECTAREA: APE extends 100 feet from each end of the proposed 0.273 -mile project length (E- W) and 200 feet to either side of the existing and proposed extended SR 2021 (Smithfield Way) center line (N -S) to encompass proposed construction. The county architectural survey and related publication include no properties in the APE (M. Ruth Little, et al., Coastal Plain and Fancy -the HislovicAroWecture of Lenoir County and lUriston, North Carolina, Kinston: City of Kinston and Lenoir County Historical Association, 1998). County GIS /tax materials and other visuals support the absence of significant architectural resources. No National Register - listed properties are located within the APE. Should any design elements of the project change, please notify NCDOT Historic Architecture as additional review may be necessary. SUPPORT DOCUMENTATION X Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN His ric Architect dscape -- NO SURVEY REQUIRED NCDOT Architectural Historian Date Historic Archileoure and Landscapes NO SURVEY REQ111Rh'D Jarnr Jor Mirror l ranspor alimi Projects as Qualified in the 2 &P Progranrnrolic Agreement Z E i XIM4011 Coudly a ch*, s a i W Nlyhland Ave 1258 a a Kinston 3 h H ` LENOM d u W V"011 Ii +�dlnJAvecc a ' Ave • T A � I2DBi o i i�l W Wa;♦,id 1. q�w� Avo V Avo Smithfield Way (SR 2021) . i anlpla �Ly., Cane Project Area wk" W Gj—,41 sl I NF.-ii tt SR 2021 (Smithfield Way) Extension Lenoir County WBS No. 49005 Base map: HPOWeb, nts NCDOT — Historic Architecture September 2013 Tracking No. 13 -08 -0002 N x 3 � c- 1 Z E i XIM4011 Coudly a ch*, s a i W Nlyhland Ave 1258 a a Kinston 3 h H ` LENOM d u W V"011 Ii +�dlnJAvecc a ' Ave • T A � I2DBi o i i�l W Wa;♦,id 1. q�w� Avo V Avo Smithfield Way (SR 2021) . i anlpla �Ly., Cane Project Area wk" W Gj—,41 sl I NF.-ii tt SR 2021 (Smithfield Way) Extension Lenoir County WBS No. 49005 Base map: HPOWeb, nts NCDOT — Historic Architecture September 2013 Tracking No. 13 -08 -0002 SR 2021 EXTENSION ti FROM HILL FARM ROAD TO US 258 GRADING, PAVING, DRAINAGE AND STRUCTURE FALLING CREEK USGS QUAD MAP 15 U�/7 L5 SHEET 15 OF THE SOIL SURVEY OF LENOIR COUNTY FIRM PANEL 4504 PR 1 p 2014 MAP NUMBER 3720450400K MIDDLE NEUSE 03020202 SR 2021 ' `�A� &T NEUSE RIVER BASIN EX R 2021 'a' BS ELEMENT NUMBER 49005 JULY 29, 2013 k -iii TI.1 t• : eu • y gV Ban�C Schgo'(RdSR1546 ��E i :. • : ',° 3 `'r; �`� ja T .✓ — •i —' - ..- _ •••ice y -- I : .. 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