The URL can be used to link to this page

Home My WebLink About20150079 Ver 1_Application_20150122Hc SIAif �j�; �6' ,.,nv°� `hi �\ I� � � - �! � •��;�M =� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCRORY GOVERNOR October 20, 2014 U. S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28403 Attention: Ms. Crystal Amschler NCDOT Coordinator ANTHONY J. TATA SECRETARY Subject: Application for Section 404 Individual Permit and Section 401 Water Quality Certification, for the improvements to Windy Road (SR 1442), along Bridge No. 12 over Emerson Branch between NC 3 and SR 1606 in Cabarrus County. State Project No. 17BP.10.R.53 Dear Ms. Amschler: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 12 over Emerson Branch and make minor improvements to Windy Road (SR 1442) in Cabarrus County. The proposed project consists of removing the obsolete bridge and replacing it with a double 8 x 9-foot Reinforced Concrete Box Culvert (RCBC). In addition to the bridge replacement, roadway improvements include widening the shoulders and providing guardrail to improve safety of the facility. The project length is approximately 0.105 miles with a typical section of 11-foot travel lanes and six-foot wide shoulders. Included in this application package are the following: (1) this cover letter, (2) ENG Form 4345, (3) Onsite Stream Relocation Plan (4) Stormwater Management Plan, (5) permit drawings, (6) and half-size roadway plans. Project Schedule The project is anticipated for construction letting fall 2014. Purpose and Need NCDOT Bridge Maintenance Unit records indicate that Bridge No.12 has a sufficiency rating of 7 out of a possible 100 for a new structure and is considered structurally deficient and functionally obsolete. Replacement of this inadequate structure will result in safer and more efficient traffic operations. The roadway is also compromised due to the nearby unnamed tributary eroding the banks and roadway fill along the facility, the narrow roadway at the bridge, and lack of a shoulder considering the traffic volume utilizing the facility. In 716 W. Main Street, Albemarle, NC 28001 * Telephone (704) 983-4400 * Fax (704) 982-3146 North Carolina Division of Highways — l Oth Division addition to the replacement of the bridge, roadway improvements including 11' travel lanes, 6-foot wide shoulders, and guardrail are also proposed to create a safer facility for the traveling public. NEPA DOCUMENT STATUS This is a State Funded Project and not subject to NEPA. RESOURCE STATUS Wetland delineations followed the iield delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, I987) and supplemented in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual.• Atlantic and Gulf Coastal Plain Region (U. S. Army Corps of Engineers [USACE], 2008 [Interim]). Stream identification and classification followed the Identification Methods for the Origins of Intermittent and Perennial Streams (North Carolina Division of Water Quality [NCDWQ], 2005). Within project footprint, two streams and no wetlands were identified. Jurisdictional streams were reviewed by USACE Regulatory Specialist Crystal Amschler and Alan Johnson of the Division of Water Resources on May 8, 2014. IMPACTS TO WATERS OF THE UNITED STATES The project is located in the Yadkin River Basin in Cabarrus County (U.S. Geological Survey [USGS] Hydrologic Unit [HUC] 03040105). A total of two jurisdictional streams will be impacted by this project. These include Emerson Branch [Class WSII; HWQ, CA and NCDWQ Index No. 13-17-6-4-(2)] and an unnamed tributary to Emerson Branch. None of the streams located within the project study area support trout or anadromous fish and no Primary Nursery Areas are present within the study area boundaries. Emerson Branch is not listed on the 2012 Final 303(d) List of Impaired Waters. Surface Wate�s Surface water impacts for the project include 363 linear feet of jurisdictional stream impacts related to relocation of the UT to Emerson Branch and 97 linear feet of jurisdictional stream impacts to Emerson Branch of which 43 is due to bank stabilization. An additional 43 linear feet of temporary stream impact is also anticipated for Emerson Branch due to tie-in of the channel to the culvert. Jurisdictional stream impacts are summarized below in Table 1. Table 1. Im acts to Jurisdictional Streams Site Stream ID DwQ Number Classification 2 UT to Emerson Branch Emerson Branch WSII; HQW, CA WSII; HQW, CA DWQ Index No. 13-17-6-4- 13-17-6-4- ��) Wetlands There will no wetland impacts associated with this project. Page 2 Stream )esignation Perennial Perennial Total Impact Type of en th (lf� Im act 363 Relocation 54 Fill 43 Bank Stabilization 460 Utilitv Impacts An overhead utility line will be relocated with the project; however, this will not create additional streams impacts. PROTECTED SPECIES The United States Fish and Wildlife Service (USFWS) lists two federally protected species for Cabarrus County as of December 26, 2012 (Table 8). Table 2. Federally Protected Scientific Name Lasmi�ona decorata Helianthus schweinitzii in Cabarrus Cou Common Name Carolina heelsblitter Schweinitz's sunflower Federal Habitat Status Present E No E Yes Impacts None None Suitable habitat for Schweinitz's sunflower was surveyed on October 17th, 2014. No individuals of the species were found within the project area. CULTURAL RESOURCES The State Historic Preservation Office (HPO) and NCDOT concurred that the project will have no direct effect on any known historic architectural or archaeological resources. ArchaeoloQv There is minimal likelihood of finding significant archaeological resources in the project area due to previous road construction and straightening of the existing channel(s). The NCDOT Archaeologist deemed that no archaeology survey is required. See attached documentation. Historic Architecture There are no structures located within the project footprint. There will be no impacts to historic architecture. The NCDOT Architectural Historian determined that no historic architecture survey is required. See attached documentation. FEMA COMPLIANCE The project is not within a Federal Emergency Management Agency (FEMA), state, and local floodway regulations area. INDIRECT AND CULMULATIVE EFFECTS Section 402-2 of NCDOT's Standard Specifications for Roads and Structures is labeled Removal of Existing Structure. This section outlines restrictions and Best Management Practices for Bridge Demolition and Removal (BMP-BDRs), as well as guidelines for calculating maximum potential fill in the creek resulting from demolition. Construction of the proposed project will impact water resources by bridge removal and box culvert construction and may include the following impacts to surface waters: Page 3 • Increased sedimentation and siltation from construction and/or erosion • Changes in light incidence and water clarity due to increased sedimentation and vegetation removal • Changes in water temperature due to vegetation removal • Increased nutrient loading during construction via runoff from exposed areas • Increased concentration of toxic compounds from roadway runoff, construction, and toxic spills, and increased vehicular use Temporary construction impacts due to erosion and sedimentation will be minimized through implementation of a stringent erosion control schedule and use of BMPs. The contractor will be required to follow contract specifications pertaining to erosion control measures (as outlined in 23 CPR 650, Subpart Band Article 107-13) entitled Control of Erosion, Siltation, and Pollution (NCDOT, Specifications for Roads and Structures). These measures include: • Use of dikes, berms, silt basins, and other containment measures to control runoff during construction. Regular maintenance and inspection of these structures to insure effectiveness. • Elimination of construction staging areas in floodplains or adjacent to streams and tributaries to help reduce the potential for petroleum contamination or discharges of other hazardous materials into receiving waters. • Rapid re-seeding of disturbed sites to help alleviate sediment loadings and reduce runoff. • Careful management and use of herbicides, pesticides, de-icing compounds, or other chemical constituents to minimize potential negative impacts on water quality. Utilize roadside maintenance crews well versed in the use of these chemicals. • Avoidance of direct discharges into streams whenever feasible. Filtering runoff effluent through roadside vegetation in order to remove contaminants and to minimize runoff velocities. WILD AND SCENIC RIVERS This project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended) or North Carolina Natural and Scenic Rivers. ESSENTIAL FISH HABITAT The project will not impact any essential fish habitat afforded protection under the Magnuson- Stevens Act of 1996 (16 U.S.0 1801 et seq.). ALTERNATIVES ANALYSIS Several alternatives were evaluated for this project. The first of these includes the option to not replace the bridge; however, this is not a feasible alternative as the bridge has a sufficiency rating of 7, is functionally obsolete, and structurally deficient. The other alternatives evaluated were all related to replacement of the bridge and improving safety of the bridge approach. A second alternative evaluated included relocation of the road to the east in order to avoid the UT to Emerson Branch. This alternative was eliminated due to the need of additional right of way, it considerably increases project length, and could increase potential impacts to other jurisdictional resources. The relocation of the roadway would likely require extensive right of way impacts, potential taking of homes, and relocation of driveways due to the length of roadway that would be required in order to tie back in. Page 4 A third alternative reviewed included replacement of the bridge with no roadway improvements; however, this option did not fully address the purpose and need of the project due to the lack of roadway shoulders and narrow lanes of the bridge. This alternative would likely require a later fix of the roadway and impacts to the UT to Emerson Branch which is unstable and eroding toward the road. The fourth alternative considered was to replace the bridge and address the roadway deficiencies as well as the instability of the UT to Emerson Branch. This alternative fully addresses the purpose and need of the project as the bridge would be replaced and roadway shoulders plus guardrail would be provided to improve safety of the facility to the traveling public and addresses the adjacent channel which is actively eroding toward the road. Several options for the fourth alternative were considered to address the UT to Emerson Branch which included piping the stream, trying to stabilize it in place, or relocating it away from the road with natural channel design concepts, a rip rap lined channel, or trying to create a stable channel with a blended approach. Piping the stream channel was not considered a feasible option as it would create greater maintenance concerns and increased impacts to jurisdictional resources. Stabilization of the stream in place with retaining walls or rip rap on the banks was considered as it helped with the channel erosion issues; however, there were concerns with the constructability of retaining walls and anchoring the guard rail as well as not addressing the lack of shoulders or improving safety along this stretch of roadway. Relocation of the channel and trying to stabilize it with natural channel design was discussed in depth but there were several problematic issues. A full stream restoration using natural channel design techniques would require increased right of way, the existing channel slope is very steep and would require hardened structures to assist with potential down cutting, the Division noted the stream as being very flashy, constructability of the channel with a 2-foot meandering base would require specialized contractors, and past experience with natural channel design in similar situations has not been successful and created long term maintenance issues for the Department. Relocation of the channel with a rip rap lined channel was also explored as an option and addresses the purpose and need for the project but does not replace the stream with similar existing function. This option was dismissed for the following blended approach. Relocation of the UT to Emerson Branch approximately 20 feet west of its current location appears to be the least environmentally damaging alternative as it maintains a daylighted channel and provides a stable stream cross section as well as addresses the project purpose and need to improve overall safety in the vicinity of the bridge replacement project. This blended option to relocate the channel requires minimal right of way compared to other alternatives, provides for a stable stream with a 2' base, floodplain benches, and associated vegetative planting. It also provides for the channel slope by embedding rip rap in the base of the channel at certain intervals in order to maintain long term stability and minimize future downcutting. MITIGATION OPTIONS The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of the waters of the United States. CEQ has defined mitigation of wetland and surface water impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time, and compensating for impacts ( 40 CFR 1508.20). The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance and minimization measures were incorporated as part of the project design. Minimization includes the examination of appropriate and practicable steps to reduce the adverse impacts. Page 5 Avoidance and Minimization Avoidance and minimization has been employed in the project area to the maximum extent practicable. The following measures were implemented for the project: • The project was designed to avoid or minimize disturbance to aquatic life movements. • NCDOT will minimize long-term water quality impacts using the most recent Best Mana,�ement Practices for Protection of Surface Waters, as identified in the Federal Aid Highway Program (FHPM) and North Carolina Administrative Code, Chapter 4. • Sediment and erosion control measures will accommodate a 25-year storm event. • Special sediment control fence is used in low areas along the standard silt fence. • The use of 2:1 fill slopes in jurisdictional areas where practicable. • Lowered the roadway profile to minimize impacts to jurisdictional resources which reduces the amount of off-site borrow required for the job and reduced widening required by using guardrail. • The construction sequence has been developed to avoid temporary impacts by providing an off site detour. On-Site Stream Relocation On-site stream relocation has been fully evaluated and is being pursued on this job. NCDOT intends to relocate approximately 363 linear feet of s�ream as discussed with the Corps prior to submission of this permit application. The plan is to relocate the jurisdictional stream approximately 20 feet west and create a stable channel that does not jeopardize the existing roadway. The existing stream adjacent to the roadway is unstable and creating bank erosion and failures. NCDOT will perform the stream relocation in right of way to be purchased for the project and provide a 2' base channel with floodplain benches and side slopes of 2:1 along with vegetative planting. Bed stabilization by imbedding rock in the channel base at certain intervals is also being employed with the project to minimize potential future downcutting. The specific stream relocation plan sheet is included with this permit application within the roadway plan set. Compensation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. The impact to Emerson Branch is anticipated to be 97 total linear feet. Of the 97 linear feet of impact, 43 linear feet is due to bank stabilization which does not require compensation. The remaining 54 linear feet is less than the threshold typical of the Nationwide Permit No. 14 which requires mitigation for a loss of more than 150 linear feet. Currently, NCDOT does not propose compensation for these impacts to Emerson Branch. REGULATORY APPROVALS Application is hereby made for a Department of the Army Section 404 Individual Permit as required for the above-described activities. We are also requesting a Section 401 Individual Water Quality Certification from NCDWQ. In compliance with Section 143-215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit through WBS Number 17BP.10.R.53 . Page 6 Thank you for your time and assistance with this project. If you have any questions or need additional information, please contact Larry Thompson at lthompson@ncdot.gov or (704) 301-4881. Sincerely, ��.� � �� '`;�� h •�-.� �.. Larry Thompson, PWS, LSS Division Environmental Officer Cc: NCDOT Permit Application Standard Distribution List Page 7 U.S. ARMY CORPS OF ENGINEERS OMB APPROVAL NO. 0710-0003 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, induding suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Ezecutive Services and Communications Directorate, Information Management Division and to the Offce of Management and Budget, Papervvork Reduction Project (0710-0003). Respondents should be aware Ihat nohvithstanding any other provision of law, no person shall be subject to any penalty for failing to compty with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to ihe Dishict Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 703, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Informa6on provided on this form will be used in evaluating the application for a permiL Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local govemment agencies, and the public and may be made available as part of a public notice as required by Federel law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of Ihe proposed ac[ivity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLEO BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED AY APPL/CANTJ 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First-Larry Middle-B. Last-Thompson First- Middle- Last- Company - North Carolina Department of Transportatioo (Div. 10) Company - E-mail Address -]thompson@ncdot.gov E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 716 W. Main S[. Address- City - Albemarle State - NC Zip - 28001 Country -USA Ciry - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 704-301-4881 704-9A2-3146 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE Of APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVIN 12. PROJECT NAME OR TITLE (see insVUCtions) Windy Road Improvements along Bridge No. 12 over Emerson Branch in Cabarrus County 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Emerson Branch and UT to Emerson Branch Address 75. LOCATION OF PROJECT Latitude: �N 35.479291 Longitude: �W -80.729249 City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instmctions) State Tax Parcel ID Municipaliry Section - Township - Range - tNG hUKM 4345, VG7 ZU1Z PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 7. DIRECTIONS TO THE SITE 'ake Exit 55 off of I-85 onto NC 73 toward Huntersville. Continue on NC 73 for approximately 4 miles and tum Right onto Odell Schoo] '.oad. Continue on Odell School Road for 1.4 miles then take a slight right onto Windy Road. Continue on Windy Road for approximately 4 miles. 18. Nature of Activity (Description of project, include all features) The NCDOT proposes to replace Bridge No. 12 over Emerson Branch and make minor improvements to Windy Road (SR 1442) in Cabarrus County. The proposed project consists of removing the obsolete bridge and replacing it with a double 8 x 9-foot Reinforced Concrete Box Culvert (RCBC). Roadway improvements include widening the shoulders and providing guardrail to improve safery of the faciliry. The project length is approximately 0105 miles with a typical section of 11-foot travel lanes and six-foo[ wide shoulders. 19. Project Purpose (Describe the reason or purpose of the project, see instmctions) NCDOT Bridge Maintenance Unit records indicate that Bridge No.12 in Cabarrus County has a sufficiency rating of 7 out of a possible 100 for a new structure and is considered structurally deficient and functionally obsolete. Replacement of this inadequate structure will result in safer and more e'cient traffic operations. The roadway is also compromised due to the nearby unnamed trib�tary erodi�g the banks along the facility, t6e narrow roadway at the bridge, and ]ack of a shoalder considering the tra�c volume �tilizi�g the facility. In addition to tbe replacement of the bridge, roadway improvements including 11' travel lanes, 6-foot wide shoulders, and guardrail are also proposed to create a safer facility for the traveling public. USE BLOCKS 20-231F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s)for Discharge Both permanent and temporary stream impacts will result from construction of the proposed project. Impacts will resalt from the construction and replacement Bridge No. 12 with the RCBC and relocadon of the stream along Windy Road. The relocation of the UT to Emerson Branch will result in creating a more stable channel while providing fox the necessary width for a safe roadway. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards See attached cover ]etter Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions) acres See attached cover letter or Linear Feet 23. Description of Avoidance, Minimization, and CompensaGon (see insiructions) Please see the attached permit application cover letter and permit package. ENG FORM 4345, OCT 2012 Page 2 of 3 24. Is Any Portion of the Work Already Complet�? �Yes �No IF YES, DESCRISE THE CONlPLETED WflRK 25, Addresses of Adjoining Property Owners, Lessees, Etc., Whase Property Adjoins the Waterbody ��r more �nar, �a� be e�cer�e r,eFe, pie�se actach a suppiementai i�st}, a. Address- See Pennit Draw�ings �ity - b. Address- City - c. Address- City - d. Add�ess- City - e. Address- City - Sfate - Zip - State - Zip - Siate - Zip - State - Zip - State - Zip - 26. List of pther Certificates or ApprovalslDenials received fram atF�er Federal, State, or Locai Agencies for Work �escribed ic� This Appfication. AGENCY TYP� APPROVAL" IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER ' Would include but is not restricted to zoning, building, and flood plain permits 27. Application is hereby made for permit ar permits to authorize the work described in khis applicatidR. I certifyr that ttmis information in this apptication is compiete cnd accurat � �riher certify that I pc�ssess the authority to undertake the wark described herein or am acting �s the duly authprized agent of the 8p,��IC3f1�- _ ✓ :. ' FF�, �"'r�--� 10 - 2 8 -14 S!G �, RE C1F APP NT DATE SIGNATURE OF AGENT �ATE T�*e Application must b� signed by the persvn wha desires to undertake the proposed actiuity (applicant} or it may be signed by a dufy � autharized agent if the st�tement in blpck 11 has been filled out and signed. 18 U.S.C. Seetion 10�1 prpvides that: WhaeVer, in any mann�r witi�in the jurisdiction of any department nr agency of the Uni#ed States knowingly and willfully €alsifies, cor�ceais, or covers up any trick, scheme, Qr disguises a material fact or makes any false, fictitio�s or fraudulent staiements or rep�esentations or makes or uses any faise writing ar document �r�owing sam� to cantain any false, fictitious or fraudulent statements or entry, shall be fined not more ihan $10,OQ0 or irnprisorred no# more than five years or both. ENG FORM 4345, OCT 2012 Page 3 0€ 3 �.� • ,:�< � � i, .'f . �""�., '" ' t ♦ ;� i . . ",. • , ^ Pat McCrory Michael i liison, Director John E. S'�var�a, lil Governor Ecosystem Enhancement Program Secre�ary October 28, 2014 Mr. Louis Mitchell, P.E. NCDOT Division 10 Engineer North Carolina Department of Transportation 716 West Main Street Albemarle, North Carolina 28001 Dear Mr. Mitchell: Subject: EEP Mitigation Acceptance Letter: Division 10 Project, Replace a Bridge on SR 1422 (Windy Hill Road), Cabarrus County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory stream mitigation for the subject project. Based on the information received from you on October 28, 2014, the impacts are located in CU 03040105 of the Yadkin River basin in the Southern Piedmont (SP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040105 Non- Coastal Sp Cold Cool Warm Riparian �p�.ian Marsh Zone 1 Zone 2 Impacts (feet/acres) 0 0 50.0 0 0 0 0 0 This impact and associated mitigation need were under projected by the NCDOT in the 2014 impact data. EEP will commit to implement suff'icient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, James . Stanfill EE set Management Supervisor cc: Ms. Crystal Amschler, USACE — Asheville Regulatory Field Office Mr. Larry Thompson, PWS, LSS, NCDOT — Division 10 Environmental Officer Ms. Linda Fitzpatrick, NCDOT — PDEA File: SR 1422 — Bridge — Division 10 1652 Mail Service Center, Raleigh, Nor#h Caralina 27699-1652 Phone: 919-707-89761 InferneE; www.ncdenr.gov r.n Equal Gppof;unity \ Affirmstive Action Empieyer— ��ade in part by recycled paper Project Tr•aclzang No.: 14-08-0017 Figure 1. Topographic Setting of the Project Area, Kannapolis (1993), NC, USGS 7.5' Topographic Quadrangle. "No ARCHAEOLOGYSURVEYREQULRED "for�m for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreement. 3 of5 Project Tracking No.: 14-08-0017 Figure 2. Aerial photograph of the APE showing development, landforms, and soils within and near the pro�ect area. "No ARCHAEOLOGYSURVEYREQULRED "for�m for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreement. 4 of 5 Project Trac%ing No.: 14-08-0017 Figure 3. The 1910 Soil Survey Map for Cabarrus County showing the location of the project area. Figure 4. The circa 1921 U.S. Post Office map showing the location of the project area. "No ARCHAEOLOGYSURVEYREQUlRED "form for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreement. 5 of5 I-1[ hWa North Carolina Department of Transportation \ �Stor�Yiwater � i ,,,,,,,,,,,, Highway Stormwater Program �`i STORMWATER MANAGEMENT PLAN _. (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.10.R.53 County(ies): Cabarrus Page 1 of 2 General Project Information Project No.: 17BP.10.R.53 Project T pe: Brid e Replacement Date: 8/19/2014 NCDOT Contact: Paul Fisher Contractor / Designer: HDR Engineering Address: 1020 Birch Ridge Road Address: 3733 National Drive, Suite 207 Raleigh, NC 27612 Phone: 919-707-6720 Phone: 919 785-1118 Email: pfisher ncdot. ov Email: Joshua.Massrock hdrinc.com City/Town: Kannapolis, NC County ies : Cabarrus River Basin s): Yadkin-Pee Dee CAMA Count ? No Primary Receiving Water: Emerson Branch NCDWQ Stream Index No.: 13-17-6-4-(2 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Sup I II WS-II Supplemental: High Quality Waters (HQW) Critical Area (CA Other Stream Classification: 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 0.11 mi. Surrounding Land Use: Residential-Rural Proposed Project Existing Site Project Built-Upon Area ac. 0.43 ac. 0.30 ac. Typical Cross Section Description: Roadway -(2) 11' travel lanes with 6' shoulders. Roadway -(2) 10' lanes with 1' shoulders. Culvert- (2) 11' travel lanes 34' outside to outside. Bridge- (2) 10' Travel Lanes 20' outside to outside. Average Daily Traffic (veh/hr/day): Design/Future: 19,400 (2025 Existing: 9,700 2012 General Project Narrative: Replace bridge #12 on SR 1442 (Windy Road) over Emerson Branch with a Double 8' X 9' RCBC buried 1' with a 2' sill in barrel 2. References Hi hW� North Carolina Department of Transportation �STOrmwater � �� ,,.,,,. �,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN __ (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.10.R.53 County ies): Cabarrus Page 2 of 2 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 4 10+35 Stream Perennial Trib to Emerson 13-17-6-4-(2) WS-II; HQW, CA None Fill N/A N/A 13+gp Branch 4 13+90 Stream Perennial Emerson Branch 13-17-6-4-(2) WS-II; HQW, CA None Culvert N/A N/A 14+41 ' List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation References r i � � 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. I N ��i�r� 17BP.10.R.53 X-6 I � � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 70 15 20 25 30 35 40 45 50 55 60 65 70 75 I I I �y. _ �� _ '��'� -� : -- ; _...- � r �., I , —L— 14 + 00.00 � I C� ELEV. = 694.5' , SKEW = 90 � I DOUBLE 8' X 9' RCBC , BURIED 1.0' WITH � -' PROPOSED � 2' SILL IN BARREL 2 = � ROADWAY , � � � �'� I ^/n?'I 6 9 0 --- _ _ = _ -_- � - - _ � � -- - - - = 8-12-13 _ _ � �-j-�+N-�-i-i - i,; i ', W S E L= 6 8 3. 8' ' ��{- �� , I - - -- -- 680 ---- -- — — — - ----- ______ — — — -- - � = o.00� - �, ; _ = - �� , -_ � _ _ � � �� u � �� i__ __ ___. ,__. -= a.a - - - i, --- - --- - _ - - � EV 68 - - _ � = EL .= 1.2' __.. _ _ _ __ _ _ _ _ _ _ -- _ _ ,� � - - _ , - - _ _ _ _ _ _. _ -- — _ _ _ _ _ _ _ _, - _ i .. i , t ,.� _ a "_' __ '.. ._. ..... . . . .� . . . . I. LJ � ..;.. . . �; :: , . �.. L.J . . . ' i .i . . ., , :�: �. ' . .. ' _ _ _ _ _ . _ _ _ _.r__f't... � .. .... .. . .. . .. . . 7 ._.i._ _... .. . . . . .. . . :. i ?_. . . . . . .. . . . . . . , , . . . .. . _.-._ . . . . � ...-..:... ; � � I .. ; :. .. �-4-.-. . . ; 1 �, �� -. I :: �. Iz _ _ _ _ _ _ _ ___ _ _ _ _ _ ......................... ......... � � _ _ _ _ _ _ _ �. I J _ __ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ .. i.�.. . . �. :. , . . : . , . : : : : . . � .. � � i E � IL,A _ _ _ _ _ _ _ _ _ _ _ _ . . ! _ _ _ _ _ _ _ _ __ _ _ _ - _ .. _ __ _ _ _ __ _ _ __ _ _ _ _ _ � i,i i , �� I�.� I .�._ : �, � �°�`'»" .. . ..__ . . . . . . . . i i . i i I �. i , , , i , I _ _ _ _ _ _ ; _ . _ . ,� - _- ---- ---- --- PERMIT DRAWINGS i >�.� - - - ' T SHEET 3 OF 4 _,� _ _---- ---- . _ ,_�. ,_� . , .. . _. _.__ . , .. ---- -- - , , , , , , , � � i �,Q _ _ _ �� w -� - , ��J I P�'� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � �� I WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (tt) (tt) (tt) 1 10+35 to 13+90 -L- LT Relocation 0.03 363 2 13+90 to 14+41 -L- Culvert 0.01 0.01 54 43 Bank Stabilization 0.01 43 TOTALS: 0.05 0.01 460 Revised 3/31/OS 0 _ � � > 0 � � � � 0 m, �. �� o�o� N �� e� � � � � � � � � ., � V W � � � � � "� J I ., � V � � O V See Sheet i-A For Index of Sheets � � VICINITY MAP DETOUR ROUTE �NOr ro scn�e� �� CABARR US CO U1�TY LOCATION: BRIDGE N0.12 0111 SR 1442 OVER EMERSON BRANCH BETWEE11l NC 3 A111D SR 1606 TYPE OF WORK GRADING, DRAINAGE, PAVI11lG A11tD STRUCTURE BEGIN CONSTRUCTION —L— STA. 10 + 35.00, 42' LT. TO SR �606 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II STATF, STATC PROJECT REtRRCUCE NO. �o�Co 17BP.10.R.53 TwTC PROJ.NO. .A.PROI.NO. 17BP.10.R.53 ��'o� �P� ti � c�' � �� END CONSTRUCTION �,ey° END STATE PROJECT 17BP.10.R.53 2@ 8' X 9' RC BC \ �`�� —L— STA. 16 + 00.00 WINDY RDe �� SR 1442 Q BEGIN CULVERT —L— STA. 13 + 91 +/— BEGIN STATE PROJECT 176P.10.R.53 —L— STA. 10 + 55.00 LOCATION SKETCH � �� m 0 � a � W TO N� I END CULVERT —L— STA. 14 + 09 +/— � DCSCRIMION P.E., R/W, CONSTR.I INC�P^dIl�1L1E°1C'lE i�]La�N� ��HDR Engineering, Inc. of the Carolinas o� hoT �SE �R Raw qCOUISiTION 3733 National Drive, Suite 207 Raleigh, N.C. 27612 �'�o � T�U� F R� NSTa��o tv� N.C.B.E.L.S. License Number: F-0116 HYDRAULICS ENGINEER DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in tf� Office of: STATE OF NORTH CAROLINA A�T zoi2 = 9,�0o DIVISI011t OF HIGHWAYS so ss o so ioo �- �� A�T 2�,15 = �9�4�0 1000 Birch Radge Dr., Raleigh NC, 2�6[0 �� oa8� PLANS DHV = % LENGTH ROADWAY $TATE PROJECT 17BP.10.R.53 = 0.100 MILES zo�z sraNnarin srECtFtcarroxs �a� ��'�� — % LENGTH STRUCTURES STATE PROJECT 176P.10.R.53 = 0.003 MILES s7cNnr�ne: PE I� r a 50 20 0 5o ioo T= 6 ��o RIGHT OF WAY DATE: DOMINIC M. WAINWRIGHT, P.E. � � V= 45 MPH TOTAL LENGTH STATE PROJECT 176PJO.R.53 = OJ03 MILES _ rxo�ecr ENCrxesa ROADWAY DESIGN �� PROFILE (HORIZONTAL) ENGINEER �� p��`��` l0 5 0 l0 2o FUNC CLASS = LETTING DATE: JAMES R. RICE, P.E. MINOR COLLECTOR SEPTEMBER 17, 2014 rno�ECr DESrcN ExcrxEEn PROFILE (VERTICAL) SUBREGIONAL TIER _ r.E. LOUIS MITCHELL r.E. SfGNATURE: O7VISION ENGlNEER Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line - -- Township Line City Line Reservation Line Property Line Existing Iron Pin Q Property Corner Property Monument � Parcel/Sequence Number iz3 Existing Fence Line -� x x- Proposed Woven Wire Fence < Proposed Chain Link Fence a Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w�a- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E4e Existing Endangered Plant Boundary °�� Known Soil Contamination: Boundary or Site - �� Potential Soil Contamination: Boundary or Site � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap C Sign � Well ° Small Mine � Foundation 0 Area Outline I —I Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump � J �s - BZ 1 BZ 2 �- - o�___ �_-^ � � � ,� m ��lE �IF 1��IE��']H[ �C��$�1��1�� G�� CONVENTIONAL PLAN SH EET SYMBOLS RAILROADS.• Standard Gauge � CSX TRANSPORTATION RR Signal Milepost M,��r 3s Switch C SWIrf,H RR Abandoned � � � � RR Dismantled — — — — RIGHT OF Wf1Y.• Baseline Control Point � Existing Right of Way Marker � Existing Right of Way Line - Proposed Right of Way Line � Proposed Right of Way Line with � Iron Pin and Cap Marker Proposed Right of Way Line with � Concrete or Granite Marker Existing Control of Access ��— Proposed Control of Access —�— Existing Easement Line E Proposed Temporary Construction Easement - e Proposed Temporary Drainage Easement roe Proposed Permanent Drainage Easement PDE Proposed Permanent Drainage /Utility Easement oue Proposed Permanent Utility Easement rue Proposed Temporary Utility Easement ruE Proposed Aerial Utility Easement aue Proposed Permanent Easement with Iron Pin and Cap Marker �� ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp rR Curb Cut Future Ramp - ccFR Existing Metal Guardrail T ' T Proposed Guardrail T T T T- Existing Cable Guiderail ° ° Proposed Cable Guiderail ° ° ° ° Equality Symbol Q Pavement Removal � T�EGETATION.• Single Tree �? Single $hrub p Hedge r� �"^�- Woods Line �"'�'�'�"'�"'`"'-' Orchard Vineyard EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm $ewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: €� � 4 � ��aYard 00" � � coNC ww � ��N� HW �--------� � r� n i b j. � OO � �i �� Existing Telephone Pole �- Proposed Telephone Pole -o- Telephone Manhole Or Telephone Booth C Telephone Pedestal O Telephone Cell Tower � U/G Telephone Cable Hand Hole "�� Recorded U/G Telephone Cable — � Designated U/G Telephone Cable (S.U.E.*) - - - - -�- - - - Recorded U/G Telephone Conduit �� Designated U/G Telephone Conduit (S.U.E.*� - - - -'�- - - - Recorded U/G Fiber Optics Cable �°° Designated U/G Fiber Optics Cable (S.U.E.*fi ----� F�- -- WATER: Water Manhole O Water Meter o Water Valve � Water Hydrant � Recorded WG Water Line w Designated U/G Water Line (S.U.E.*� - - - -w- - - - Above Ground Water Line a�c wa,�er TV: N Satellite Dish C� N Pedestal u N Tower � U/G N Cable Hand Hole "H Recorded U/G N Cable �� Designated U/G N Cable (S.U.E.*) - - - -�°- - - - Recorded U/G Fiber Optic Cable �° F� Designated U/G Fiber Optic Cable (S.U.E.*r - - - -'° °- - - GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line ��0 �°� SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 WG Sanitary Sewer Line ss Above Ground Sanitary Sewer A�� sa�+a�y sewe� Recorded SS Forced Main Line �-� Designated $5 Forced Main Line ($.U.E.*) :ss- - - - MISCELLANEOUS: Utility Pole • Utility Pole with Base [I Utility Located Object o Utility Traffic Signal Box s❑ Utility Unknown U�G Line ��r� U/G Tank; Water, Gas, Oil I� Underground Storage Tank, Approx. Loc. �sT A/G Tank; Water, Gas, Oil � Geoenvironmental Boring � U/G Test Hole (S.U.E.*) p Abandoned According to Utility Records AATUR End of Information E.O.I. N Z � "> J � PAVEMENT SCHEDULE Cl PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.58, AT AN AVERAGE RATE OF 168 Lbs PER SQUARE YARD IN EACH OF TWO LAYERS. C2 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 Lbs PER SQUARE YARD. Dl PROP. APPROX. 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08, AT AN AVERAGE RATE OF 399 Lbs PER SQUARE YARD. E.� PROP. APPROX. 5.0" ASPHALT CONCRETE BASE COURSE, TYPE 625.OB, AT AN AVERAGE RATE OF 570 Lbs PER SQUARE YARD. T EARTH MATERIAL �I 8" INCIDENTAL STONE BASE � � > � >' � � � r �� NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLE55 OTHERWISE SHOWN. Natural Ground � ��— VAR. Natural Ground �� -- VAR. DETAIL A STREAM RELOCATION ( Not to Scale) 3' 3' ?'I 7'iFti. �� i'%Ft. �'� 1 � ?'I •L•1 2' FROM STA. 10 + 50 TO STA. 11 + 25 —L— LT F ROM STA. 11 + 40 TO STA. 12 + 15 —L— LT FROM STA. 12 + 30 TO STA. 13 + 05 —L— Ll FROM STA. 13 + 20 TO STA. 14 + 00 —L— Ll ROCK STEP DOWN ( Not to Scale) 3' 3' ?'I ,-�t. �' A �,��t. �� —� 2.� „ �`�� - `-- 5' � E1 /ft' � VAR. 5' � 1'%Ft. � �-- VAI R. GEOTEXTILE I .,, I I � Type of Liner= CLASS II RIP-RAP (2' THICK) �A FROM STA.11+25 TO STA.11+40 —L— LT FROM STA. 12 + 15 TO STA. 12 + 30 —L— LT FROM STA. 13 + 05 TO STA. 13 + 20 —L— LT � VARIABLE SLOPE SEE X–SECTIONS �—/� � �-L- � 6' 11' � 11' SHOULDER TRAVEL LANE � TRAVEL LANE 4, � F.D.P.S. I Cj � GRADE � i POINT 0�08 0.02 0.02 0.02 � \ �� 11.5„ T � � � i i i 9 z 5 3' b' F.D.P.S. � �� Roadway Fill Slope Roadway Fill Slope El Dl i � GRADE TO THIS LINE b' VARIES SHOULDER SEE X—SECTI O 4' F. D. P. S. 0�02 I0.08I ��37 PROJECT REFERENCE NO. SHEET NO. l7BP.lO.R.53 2 ILW SHEET NO. ROADWAY DESIGN ENGINEER IN4'�M[II�][,]E'7C]E ff�]LA1�� DO NOT USF. POR RsW ACpUi9ITi013 Il�1(81E1Ld1��[dNAI[8� Il�]LAiV� DO NOT USE FOR CONSTRUCTION HDR Engineering, Inc. of the Carolinas ORIGINAL GROUND �,� 3733 NaGonal Drive, Suite 207 Raleigh, N.C, 27612 _� N.C.B.E.LS. License Number. F-0116 3,� /- � � ORIGINAL GROUND TYPICAL SECTION NO. 1 LINE FROM STATION TO STATION —L— 10 + 55.00 16 + 00.00 NOTE: PAVE DRIVEWAYS AT —L— STA. 12+95 RT AND 15+18 RT WITH �V BASE AND C2 SURFACE COURSE. (—) 1.34% LONGITUDINAL SECTION A-A ( Not to Scale) 3' 15' 3' (—) 10.0% i � � �� 4' �� EST. 21 SY GEOTEXTILE PER EACH ROCK STEP DOWN m ----�--'--- �1__1`_-�J�,�� -5_ � � 2' MIN. THICK � �� CLASS II RIP RAP � ___ EST. 20 TONS PER EACH ROCK STEP DOWN � � � � —�— � � � ' 4' � � �� (—) 1.34% � r.� COMPUTED BY: T.N. BEDENBAUGH DATE: DECEMBER 2013 PROIKT REFERENCE NO. SHEET NO. N CHECKED 8Y:_D.fv_�_,N�{AINWRIGHT DATE: {�Y 2Q14 '��4 ��4 �T�� I7BP.IO.R..S.3 .3 � ��'w�.��Hi�� ..�i�i� jR� �`� y j� �c �� lI� j[�� j� /(�11LJ( R�Y h� �C7 � DO NOT US6 FOR CON9TRUCTION 1L// �Y �Lw�' ll' 1LIl�L`U��LJI V'V' 1]� �L SUMMARY OF EARTHWORK IN CUBlC YAROS RIGHT OF WAY AREA DATA UNCLASSIFIED SUMMARY OF PAVEMEIVT REMOVAL �OCATION EXCAVATION UNDERCUT EMBT+20% BORROW WASTE -L- STA. 10+55.00 TO 76+00.00 472 1704 1332 PER''n. IN SQUARE YARDS PARCEI PERM. TEMP. PERM. DRAINAGE / TOTAL AREA AREA AREA CONST. ASPHALT ASHPALT CONCREfE CONCRETE PROPERTY OWNERS NAMES REMP,INING REMAINING EASE. ��N' DRAIN. UTILITY PROJECT TOTALS 472 1704 1232 NO. ACREAGE TAKEN UTILITY �pCATION RT. LT. EASE. EASE. EASE. EASE. REMOVAL BREAK UP REMOVAL BREAK UP SAY 480 -L- STA. 10 s 55.00 TO EXIST. BRIDGE 815 1 MAXINE CRAINSHAw 71.31 11.31 0.019 - - - 0.550 2 JERRY WAYNE PARKER 1R. 8 WENDY H. PARKER 5.53 5.53 0.113 - - - 0.010 EXIST. BRIDGE TO -L- STA. 16+00.00 431 3 ALLEN WENDY PARKER �.00 2.00 0.042 - - - 0.061 DRAINAGE DITCH EXCAVATION PROJECT TOTALS 1246 -L- STA. 10+50.00 TO 14-00.00 907 PROJECT TOTALS 9p7 SAY 910 'NOTE: All AREAS ARE IN ACRES Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Drainage Ditch Excavation, Shoulder Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." LIST OF PIPES, EIVDWALLS, ETC. (FOR PIPES 48" £� UIVDER) Z OENDWALL$ 6 � m �' w< p � � °' o A88REVIATIONS F Z� � Q x � STD. 838.01, Z� U " w o N N ^ STATION � O C1A55 IV R.C. PIPE C.S. PIPE CtP,55 III R.C. PIPE STD. 838.11 �� p J o °J w W °,o C.B. CATCH BASIN U "' (UNLESS OTHERWISE NOTED) (UNLE55 NOTED OTHRWISE) (UNLESS OTHERWISE NOTED) OR d0'^ a� FRAME, GRATES � � m � N.D.1. NARROW DROP INLET � STD. 838.80 � Z �� AND HOOD � W � ° � "' � � O u a � u tO "' w � N � � D.I. DROP INLET � (UNLE55 »�? STANDARD 840.03 0 � p � p p O N ,� O O � °m v° � � � �2 � � y � G.D.1. GRATED DROP INLET � NOTED � � '^ Z a OTHERWISE) °y o °J w � F ij > o = p � G.D.I. (N.S.) GRATED DROP INLET � � � � � m � � o O w � � LFT' � � °< ° °< � O � t °m _ Z m (NARROW $LOT) O w "' "' V . , ' *' v� s �' m o' m � F 3 - 3 '. � � �- � �+ ° O � o a 3 3 u °- ��8� JUNCTION BOX SIZE ¢ "' p w a 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 75" 16" 24" 30" 36" 42" 48" w w CU. YDS. '^ A B r� c4 � � � � � � � O� y °' Z O O Z Z � I d o�-, d � O � . - 3 3 � � � m U M.H. MANHOLE � F > o � a °f � o " � g rc j T.B.D.I. TRAFFIC BEARING DROP INLET Z Z Z o O - - p b o d °�° w W w � � � � � � m � T.BJ.B. TR4FFIC BEARING IUNCTION BOX rHicKNESS a � � _ - ` m o � � � � � � Z Z o z � m F OR GAUGE � o 0 0. a i � o . . . , . = � ti ij NPE OF GRATE � � o o � z u a F z o �' - o o a o 0 0 0 o m O p O _ - a � 0 l� t� �7 l� l� l� t'J l� u U u � ,- li E F G REMARKS 72+97 RT 0401 691.19 689.84 36 25 I I I I I i"— .--. .. — .— .—..— " --- " " — ' ' — ' —' — — I I NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout. See "$tandard $pecifications For Roads and $tructures, Seciion 300-5". "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRP.VEL L4NE TO SHOULDER BREAK POINT. FL4RE LENGTH = DISTANCE FROM L45T SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FIARE FROM BEGINNING OF TAPER TO END oF ��Aaoa��. GUARDRAIL SUMMARY G= GATING IMPACT ATfENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 LENGTH WARRP.NT POINT °N" FL4RE LENGTH W ANCHORS IMPACT REMOVE SURVEY DIST. T�TA� ATTENUATOR SINGIE REMOVE .4ND LINE BEG. STA. END STA. LOCATION FROM SHOUL. TYPE 350 FACED EXISTING STOCKPILE REMARKS SHOP DOUBLE APPROACH TRAILING WIDTH APPROACH TRP,ILING APPROACH TRAILING %I GRAU VI TYPE GUARDRAIL GUARDRAIL EXISTING STRAIGHT E.O.L. %I M-350 XIII CAT-1 AT-1 GUARDRP,IL CURVED FACED END END END END END END MOD 350 MOD III EA I G NG � si � � -L- 10+56 15+55 LT 500 14-16 10+75 6 9 50 50 1.0 1.0 2 -L- 13+22 14+91 RT 168.75 � 13+81 74+76 6 9 50 50 1.0 1.0 2 I r i0 � I � � � � I m SUBTOTAL 668.78 r �/ GRAU 350 C? 50'X4� -200 I � o'� � o TOTAL 468.75 4 o� � r `L� " pATUM DESCR 1 PT [ ON PROJECT REFERENCE NO. SHEET NO. �, l7BP.lO.R.53 4 �, THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT �� .. NOTE: IbW SHeeT No. IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY � � .. `� INCIDENTAL MILLAPPROXIMATELY 25'AT EACH TIE IN AT ROADWAY DESIGN HY�RAUUCS NCOOT FOR MONUMENT "BL-1 ° �� sE�iN AND END PROJECT LIMITS TO PROVIDE A SMOOTH ENGINEER ENGINEER WITH NAD 83 (2011I STATE PLANE GRI� COORDINATES OF -�- TknNSiiioN ro irie exisTiN� ASPHALT PAVEMENT. NDRTHING: 633585.2107 Iftl EASTING: 1484914.8330 Iftl Pl $lO I1+26.59 �\ � ELEVATION: 700.22 (ftl p= 423'18.8"fRTJ I�i�C'3➢NIIIl�b,�; 1F, Il�][.A�N� THE AVERAGE COMBINED GRID FACTOR USE� ON THIS PROJECT �_� pg 43�• no rvor vse eoa rw ncaors�TroN IGROUND TO GRIDI I5: 0.99985182 L= 202.98' � 1f�1E81Ed.Y�][N �]E3� 1Pd.11N� THE N.C. LAMBERT GRID BEARING AND T= lO154' Q11 � � oo Nor ose ro coNSrnocr�ox IOCALIZE� HORIZONTAL GROUND OISTANCE FROM R= 2,G5O.00� �' � °BL-1" TO -L- STATION 10+55.00 IS V= 45 MPH �P � S 74°12'07.82" E 21.17' @= 0.04 � � ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES � G�'<n VERTICAL �ATl1M 11SE� IS NAV� 88 P� . o�F 1 HDREngineering,Inc.oftheCarolinas � Oj -L - POT Sto. 16+00.66 �yF �J� 3733 National Drive, Suite 207 Raleigh, N.C, 21612 BEGIN CONSTRUCTION ` SoPC� � N.C.B.E.LS. License Number: F-0116 -L- STA10+35.00.42'LT. � � c�q� � CLA55 'll' RIP RAP STREAM RELOCATION � EXISTING �a O� � EST.15 TONS SEE DETAIL'A' +75.00 +80.00 - ' �9 'L � . 30 5Y GEOTEXTILE ON SHEET NO. 2 g7,00' Li 87.00' LT +02.00 I�07.00 STRUCTURE °�2 9�, CLASS 'll' RIP RAP ea.00- ir . aa.00- �T TO BE REMOVED I�O1.00 +06.00 EST 60 TONS +75.00 +80.00 +07.00 80.00' LT 80.00' LT 63 SY GEOTE%TILE g� 00' LT 81.00' LT {� 02.00 8 0o LT �\ DETAIL B . +06.00 $�'�� T . +32.00 � SPECIAL NT DITCH +oi.00 �a.00 �r DUE 55.00' LT 8 i�� o�ei �F,o 74.00' LT �-DUE ROCK STEP DOWN 30.17' LT +00.00 +00.00 DUE CLASS 'll' RIP RAP �TYP. D(/ � (EX. ILW) 30.57' LT �°�"'°� Fo��o ti� � s�iape 60.00' LT pUE ; �anu 350 TL-3, �I� 56 E �EX. RNJ) �,o,,,,d p F�o��s� REiAIN �5 f� w d / +00.00 � p f �FIF � �� Geo�e;n e Min. D= 1 Ff. 29.50'LT F�-----.- F -- --- -----'�F F--- F- F y�� F � - J . TypeotL'ner Class'B'Rip-Rap Max.d-- 1Ft. (EX. RNJ) /' - F F GRAU 3517 TL-3, +55�� F'�,_?• FROM STA. 10+75 TO STA. 13+87 -L- RT �✓ \ .o -L- 4 ' 4 " � >a �� '� � ! -- - ^ i �� C o ° �� 78 RC III RAU 350 TL-3,+2 GRP.0 350 � / � �\ -� �� ' 21' 7' � '� .. -.,� -, - F -�\+91 �� F c E c E TYP. E DUE oam D�E � F E F F� � F E +oo.00 u+ D E LL' E 29.49' RT -L- POT Sto.10+00.00 +ss.00 E �� Iex. ww� 40.00' RT 8 � �� 50.00 +75 00 45.00 30.89' RT 45.00' RT & +25.00 43.00' RT +00.00 55.00' RT ,,, N 35'20' 055' E �Ex R^"� 2 a,.zs ar +s�.00 ss oo ai?er i aa.00 ss.00- ar Z � (EX. RNJ) 66.00' RT Q . & 45.00' RT O �E%. R/W) 43.00' RT ' N ��- � � � +75.00 +43.00 - +75.00 . SPECIAL CUT DITCH u�+ �� 66.00' RT �N/CLA55 'B' RIP RAP 55.00' RT 66.00' RT ._. � � & 45.00' RT � SEE DETAIL '6' & 45.00' RT BEG/N PROJECT l7BP.lO.R.53 EST. 75 TONS cuss ir air ear 3 j; -L- STA.IOi"J�Jr.00 � 156 SY GEOTEXTILE EST.45 TONS +80.00 45 5Y GEOTEXTILE 66.00' RT -L- PT Sto. 12+28.03 a 45.00' RT O END CONSTRUCTION e� 3 END PROJECT l7BP.lO.R.53 PaiNr oesc. uoRrH eASt t�evAii�v �� siAi;o� �,�FSe: -L- STA/6+00.00 � e�-i saa5ae.zim� iaaa9��a.eaam ��m.zzz �m-a�.ai z�o.ii �r -L- PC .SfO. ��'�'2.�J.�.�J �- � � 2 BL-2 633851.956m 1485233.65m4] 692.944 14-16.7� 14.48 Rf . -� ' - 3 BL-3 6's44185.2166 1485383.9A60 69[�.634 16�92.32 17.61 L1' !. _. I.. .. .. .. .. T- i I I I JJ.! II ! I I II !.. I!.I .II I. I L_.. - �- - I I�� I II I I II I I I I I I I I �i I I I I I I . I. ..I . I . I. . I.. . . I I .. I. . . . .. . I �II I li II . .. .. .. . .,. . . . . . .. . .. . I.._ I I _. i i � � i i i i ii ili, il il il I ii � r i � �� I� I�� II�I�� I�I� �� I� � : ..i.._: .�.�_. ... :�I�..:: i:. . .. .. .. . i �ii I 1 II i�i�i I ii �i II ��,��,� �i.�i.l ii�i .JII i�i�i � I�I ..-� ..I: :: �.. I :: .I:.�. . . .... . . . .. . . .. . i i � i ii _ iii ii i ili iii iii i _ : i:. . BEGIN GRADE i li Ili il i ii i I ill I ili il = � -L- STA10+55.00 � L- I I � I I "'', I' I I I�� I I", I I� � I ' ' � ; ii� � _ , � I. � I � EL.699B8 � li �I iil ��i ii � Iiii ��i ll i �ili I � iil '� I �� i i ; i I � i. ii ;i ii ii ii ;i ii ,� iii i �i i i i i i ; iii ,i i i�i i � i i � i i ii iii i ii iiii i ii i �ii ii iii i i : : I: : �'�I � I' II II' III I ,� i - � � �- i. EL -_, 695� 90 il 'i � �� I_ Pl = 15+50.00 EL � S�A /6 OOAO N '� I I I' I Ili i '',� I II � I � � I I i i li � � I � '" �� II II I III II �� '�'I-- I I 710 � � � , ; : ; _ K I/5 - _ EL.69327 I I - - - . � � VC = 200' EL - 693.36' -- 710 � � ' - V = 55 MPH - K = l76 -- - -I� -. . -. .-- - . . . .. STA.10+75.00 RT - � T.. - � _ -..�- 4 - - 1 � � ELEV. =697.30, STA.13+87.00 RT . .. _ . � VC - �� ... j - -� � -� � - ��- f i � �� ELEV.-687.00' - � 700 � � ' _ _ srn. ,z � zs.00 ar - V = 65 MPH �. . �� ELEV =693.30' PROP�S'E� - .. �oo '- --' -' 4 - GRaDE L CULVERT HYDR ULIC DAT _ ---- � --� -- h � r _ T. - -� . _ __� f _ 1 _ SPECIAL CUT DITr_J2i%3OY _ _ _ - ' � _� . cuss -s R�P �H wi - - - = - - - f -10.7386% - - - _ DESIGN DISCHARGE = 600 CFS _� _� -- _ � � , saoo� y, �'4P �� z b, o � � ' - - 3PECI � � � f -l0.7386% f -1pJ705% DESIGN FREQUENCY = 25 YRS '--- F°0^ (1�sa00% / po _(113400%SSAB/UT �c 3g90 - r--- BASE Dl� ARGEATION _ 850� CFS � b90 690 o�T . -� J / /p o RIP �P � j W! _ _ ` I � -_ -. -_ T. --� _- ---�- � �-- N P g o o m REpBOFI �" �0� 1_I �.ss�zi EXISTING GROUND ,r BASE FREQUENCY = l00 YRS ' � � �� ---- ' - -- ' �' � ' � � � � -' - EXISTING BRIOGE •l2 � 680 � --� -� - k- J �-- �" ,,° TO BE REMOVED = -� ._ L BASE HW ELEVATION 689.83 FT _' � � _ _ y W N W F> F II + II + m o I OVERTOPPING DISCHAR�E _ 1140 CFS T� 68O o , --� �- - - � � `w ' � o � og R - ' = OVERTOPPING FREQUENCY= l 500 YRS ' e - N W N^ I I � o M P OPOSED U � _ . � ; _ _ -_. � _ _ F J �� + � DOUBLE 8'X5 RCBC _ _ OVERTOPPING ELEVATION = 6933 FT :� -_ � �w 90'SKEW � - � � �_� � � s _� - � _ "'� � W N; � ; � -- � �� - � >' 67 0 - T- �-= w Q w � -- - 67 0 � _ - � � '-- -'- - � _-� _ L BLL? STA. 14+16.70 (14.48� RIGHTI I -, r �ATE OF S�RVEY = 08-12-20/3 �,�I � - 'I. _ WS.ELEVAT E _ � � � �� - AT DATE OF SURVEY = 6838 FT �, , �� - ---- --�- -�- � r � " � �I- -L- STA. 14+17.11 (14.89' RIGHT) ; 660 � : � � . ELEVATION - 692.944 � � bfi0 �- s7a. �� o� - 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 � °� � � � � 6 � � � O � � �\ l \ � • � � V � O � � � � � •� `� V � � O V ��HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, N.C. 27612 N.C.B.E.L.S. License Number: F-0116 THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCGO10000 GENERAL CONSTRUCTION AERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATUR.9L RESOURCES DIVISION OF WATER QUALLTY. THIS PROJ�CT HAS BH;N:N llN;SIGI�r;D '1'O S�NSITIVC WAT�RSH�D S'1'A��'llAIiDS. HIGH QCAI.I'IY R'A7'EK(S) F:XIS'I' ON TH1S PROJliCT High Qualiey Wazer Zone(s) Exisz From Sra. 73+90 -L- to Sta. 14+70 -L- Refer Ta E. C. Special Provisians jor Specia7 Considerarions. 10SHUA MASSROCK LEVEL IIIA NAME 650 LEVEL IIIA CERTIFICATION NO. ��Q�� Pp `' �L �S �� CABARR US CO U1�T Y LOCATION: BRIDGE 11tO.12 ON SR 1442 OVER EMERS011t BRA11tCH BETWEE11l 1VC 3 A1VD SR I606 TYPE OF WORK GRADING, DRAINAGE, PAVIIVG A11tD STRUCTURE BEGIN CONSTRUCTION � , -L- STA. 10 + 35.00, 42' LT. � , � , � I ', 2@ 8' X 9' RCBC � i - -� � � _ _ ; '� �JS --- �S � � i ��- -JS �- � -- ---- ]� _ ) � -JS__ - JS -- - - - � = -JS -- - , - -- � - � ,--- � � -�- - TO SR ►� wINDY FrD. �;�r /q42 BEGIN STATE PROJECT 17BP.10.R.53 -L- STA. 10 + 55.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALE 0 25 50 PLANS ROADSIDE ENVIRONMENTRL UNIT DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA � ', � i i � � i � i i i � I � � '� � � LOCATION SKETCH THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-0]0000 GENER.9L CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISS�IED BY THE NORTH CAROLINA DEAARTMENT OF ENVLRONMENT AND NATUR.9L RESOURCES DIVISION OF WATER QUALITY. i � - � ; 0� e; � ; ��'' ,�', �, � '',, � � ,�: c� , �o�� END CONSTRUCTION ��,� � END STATE PROJECT 17BP.10.R.53 -L- STA. 16 + 00.00 �� 5 ,/ � Prepored in ihe Office of: ROADSIDE EIVVIR011IME1VTAL UNIT 1 South Wilmingtan St. Raleigh, NC 27611 2012 STANDARD SPECIFICATIONS TO N� STAT2 STATE PROIECC REFERENCB NO, ��o, IiBP.l0.R.53 EC°1 STATB NROl.NO. PA.PROI.NO. pP.St'RIMION 17BP.10.R.53 P.E.. WW. CO EROSI�N AND SEDIMENT CONTR�L MEA�URES Std• � D�°��e�o Sy.�6°I 1630.03 °Il°e��o.arr `�'�V� ➢;a�h _ _ _ _ _ _ �o 1630.05 "fl°emPaea�y II9;vers�mn______ ____ __ _______ ___ � To � 1605.01 °Il°e�PaP�Pr �ilr ]Few�e__________________ 1606.01 ��a�=�➢ ��d� t Com�� ➢ ]F � __ � � �, 1642.01 °Jf°e��rarr ]� ms �� ➢ �, p9easws T«-._ 1��.�`1 �i�E �asian �'y�e �_____ _ _________ ____ � � 1633.01 'lC'e�vm�&�� II�m�k �;1� �he�k °�s�e-.� �-� "�'e�vaeaPr IIBm�k �;I� �heck °Il°s�e-.� w6th � 1b1�m�Eing awd �oflqncry�smi�e Q�.��l�__________________ � 1633.02 °JC'e�nn�oraey ]EBmo➢c �67E Cheok °1[[°rw�-]B______-� Wae[le % �CoSe T�'Sbo� Waccle - � �P . W�e�le% Co;� �;6ee W�tele � ws�h Fm➢ra��rl�ma�c Qll�AN2D 163�.01 �f'e�noPm�r ]Rm�k �ed��e�n� II�am `ll°rne-,s�. _ 163�.02 7f'e��ora�q �ba�lk 5e��emE IID�� °r�e°� -� 1635.01 d8mek ��e Iwlet �edS�e�e °fAa� �f°rre •�----- � 1635.02 IIBock ]��e Iwlee 5eds�ent �'��n °d''�pe�l�____ � 1630.04 5ra1➢„�g ]��s � ---------- � 1630.06 ��e��ll ��e➢1 g ]��ss�_ � ffdo�lk I�le� � d��e�E °I°ra�: i�s2.oi °�yPe .� A i6s2.os �°�Pe � - B 1632.03 °�'rne � C iY&IOh30ttGPF llDA OYU _________ _____ ____________ I�/I - 1�7 °1[[°�ere� �kn��er ]��sa„ � �n�;]Er��;on �a�n �� ENVIRONM�NTALLY SF,NSI'1'IVE AREA(S) F.XIS'C Ol\ THIS PROJ�CT Refer To E. C. Special Provisions for Special Considerations. THIS PROJ�CT COVTAINS �ROSI01�" CONTROL PLANS FOR CLTARI\'G A.vD GRUBBING PHAS� OP' CONSTRi;CTION. NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. Roadway Standard llraH�ngs 'I'he follo�dng rondway english standazds as appeur in "Roadw� Standard llra�vings"- Roudw-ay llesign Unic - N. C. Deparcmenc of Transporcetion - RsJeigh, ��. C., du[ed .lanuary 2012 nnd che latesc revison dieretn are applieable �o this project end by referonce hereby are considercd u part of �hese plans. 1604.01 Rnilroad Erosion Control Detail 1632A1 Rock I�ilet Sedi�neut Trap Type A 7605.01 Temporap� Silt Neuce 1632.02 Rock Inlet Sediment Trep Type 6 1606.01 Speaiul Sediment Cuntrol Fenue 1632.03 Rock Inlet Sedi�nent Trap "Cype C 160 i.01 Gravcl Conxtruction F:ntrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Bcrms and Slope Drains 1(33A2 "femporary Rock Silt Check "Pype B 1630.01 Riser Basiu 1634A1 Tcmporury Rock Sedimenc Dam Typr A 1G30.02 Silt Basin T)�pe B 1634.02 'I'emporxiy Rock Sedimont Dam "I'ype B 1630.03 "Pemporary Silt Ditch 163�.01 Rock Yipe Inle� Sediment "frap Type �-1 1G30.04 Stilling Bvsin 163�.02 Rock Pipe Inlet Sediment "frap Type B 1G30.05 'I'emporary Divereion 1640AI Coir Fiber Rallle 1630A6 Special Srilling BeEin 1645.01 'femporary Stream Crossing 7631.01 Matting [nsrallation TEMPORARY ROCK SILT CHECK TYPE 'A' WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) DETAIL EXCELSIOR MATTING FLOW B��ll SEDIMENT CONTROL STONE A °o� o oo` � a` o o ��o °o 0 O C�7 O O ' O A O D p� D O CS D � d � LG� �O D p O°O 00 �op o� o o� O � 00o p0 pOoQ op oC�r��o,p�o p0 D � O O p O �O 6 O O � Cy �� D O D � O D ao°oo°oo� b °oo°�oo°o o°oo°o o w o 0 o � o 0 0 0 0, o°o°c�°o°c�°� °o o° o0 0 ��o° °o oo�oo � oo �' 0000� °oo � ° ao ° °oo °� O p O O O O � D � o°��°o° °o o b o � o�c�o°0000�oo n � °oo 00 �o STRUCTURAL STONE 1' MIN " � o 0 EXCELSIOR MATTING 0 L'-� PLAN 2/3 CHANNEL WIDTH 0 0 U O � SECTION A-A See Inset A PROJECT REFERENCE NO. SHEET NO. l7BP.lO.R.53 EC-2 �� N.C.BtE.�LISreL celnse Numebe NF-0116 NOTES USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. INSET A CLASS B STONE 1' MIN \ � o� H = 2' MIN ° °°° o ' 0 � D �� O�'-`� D � i �,�C' DO��,� ��,�� ',��G �jJ SECTION B-B 12" EXCELSIOR MATTING CLASS B STONE N01 10 SCA�� V' ��lr �ll� ��`lJ)� r�' 111�� l7��JL.J �ll� Ar �� `�l71��Ar 1�1 S OIL S TABILIZA TI011 t S UMMAR Y SHEET MATTI11lG FOR EROSI0111 C01�TROL CONST LINE FROM TO SIDE EST/MATE (SY) SHEET N0. ST AT lON ST AT lON 4 -�- 10+35 14+00 f�T 345 4 -�- 10+55 12+25 (�T 230 5U TOTA� 575 0 PROJECT REFERENCE NO. SHEET NO. l7BP.lO.R.53 EC-3 �� N.C.BtE.�LISreL celnse Numebe NF-0116 MATTI11tG FOR 2:1 CUT A1�D FILL SLOPES CONST LINE FROM TO SIDE ESTIMATE �SYJ SHEET N0. ST AT lON ST AT lON 4 -�- 10+75 13+75 �T 440 4 -I.- 10+75 I I+50 f�t 96 4 -I.- 13+25 13+75 KT 78 4 -I.- 14+25 15+50 �T 155 4 -�- 14+25 14+75 (�T 75 5U610fA1. 844 TOTA� 1419 5AY 1420 DOUBLE 8' X 9' RCBC CULVERT CONSTRUCTION PHASE I 1. RELOCATE THE EXISTING TRIBUTARY ACCORDING TO DETAIL 'A' AND STABILIZE WITH RIP RAP. 2. INSTALL IMPERVIOUS DIKES UPSTREAM AND DOWNSTREAM OF THE PROPOSED CULVERT. 3. INSTALL 54" CSP TO CARRY CLEAN WATER THROUGH THE WORK AREA AND ALLOW THE LOW FLOW BARREL (BARREL 1) TO BE CONSTRUCTED. 4. PROVIDE PUMP AND STILLING BASIN FOR DEWATERING THE WORK ZONE. 5. CONSTRUCT BARREL 1 INCLUDING WINGWALLS ATTACHED TO BARREL l. PLACE INLET AND OUTLET STABILIZATION ASSOCIATED WITH BARREL 1. STREAM RELOCATION SEE DETAIL 'A' — ROADWAY PLANSHEET 2 IMPERVIOUS DIKE — TEMPORARY IMPERVIOUS DIKE TEMPORARY - CULVERT 54" CSP SEQUENCE PROJECT REFERENCE NO. SHEET NO. l7BP.lO.R.53 EC-5/CONST.4 �� N.C.BtE.�LISreL celnse Numebe NF-0116 PHASE II 1. REMOVE TEMP. 54" CSP AND INSTALL TEMPORARY IMPERVIOUS DIKES AS SHOWN TO DIVERT STREAM INTO THE CONSTRUCTED LOW FLOW BARREL. 2. PROVIDE PUMP AND STILLING BASIN FOR DEWATERING THE WORK ZONE FOR THE CONSTRUCTION OF BARREL 2. 3. CONSTRUCT BARREL 2 INCLUDING WINGWALLS ATTACHED TO BARREL 2 AND OUTLET STABILIZATION ASSOCIATED WITH BARREL 2. 4. CONSTRUCT FLOODPLAIN BENCH WITH NATIVE BED MATERIAL AND STABILIZE BENCH FACE WITH CLASS 'll' RIP RAP. 5. REMOVE IMPERVIOUS DIKES AND DEWATERING STATION. 6. REMOVE EROSION CONTROL DEVICES AND BEGIN ROADWAY IMPROVEMENTS. MAXINE CRAINSHAW � �% DB 398 PG 267 _ _;��' -'"� ; ��-- ----- ..-- �' i � , , ��" -' � i � -- - , _ , � ' % ; _. ,�� , i�� ,�'i� , �.,.' , � ., , , � � I —_� — \6 --F--== -�7� _ �_ �` _ �\�, ` \\ � , � �� \ ,'� '� �� ,� �� iii' �� \� \ � \ �� \ � i i � ` � � � � � � , �� '�. , � � I�� TEMPORARY — IMPERVIOUS DIKE \ � �� m� � �t \\ � TEMPORARY IMPERVIOUS DIKE PLANTING DETAILS LIVE STAKES PLANTING DETAIL LIVE STAKE S(IUARE Clli �� \ _ BUDS (FACING IJPWARD) � LIVE CUTTING (I/2"_2" DIAMETER) �—� � 2 – � Feet ANGLt QI i 30'-45° —� STREAMBED BANK STABILIZATION WITH LIVE STAKES NOTE: LIVE STF�K�S 51-tALL BE SPACE� APPROXIMATELY 4 FEET oN cENTER LIVE STAKES SHALL BE �RIVEN UNTIL APPROXIMATELY 3/4 oF uvE sTAK� �s wiriliN c�zouNo 0 m BAREROOT PLANTING DETAIL DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR �'�'� �i_ III IIIIII �� II III III IIII�IIIIIII iIIIIIIIIIIIIIIII IHlrllllll IIIIIIIIIIIIII- I I��I I I��I I 1 II I II I II I�I 1. Insert planting bar as shown aod pull handle toward planter. \\r• ✓ \ - �- - - _ iil=iir - � �ii=Tl=i i _ = III1jIII��II.I IIII iII II=1If. II II III I I-1 I�I I I I I I I I 1-1 I -1 I I i I I-I I 1=1I I 4. Yull handle of bar toward planter, firming soil at bottom. _—_ —III�IIIIII IIIII�IIIII — —_ - _ = —IIIl�I _ — — — I� I I IRemove planting bar and place seedling at wrreet depth. v j � I iTi=! iTi=i i i _ � �iTiili� i i i-il^-IIIi1i IIII II �� I�IIILFIII f .III :I III—W IIIIII IIII L-=111 !IHI I I I I I� I—I I I—I I 5. Push handle forward firming soil at top. PLANTING NOTES: PL.�TING I3AG During planting, seedlings shall be Icept in a moist camas bag or similar containcr to prevent thc root systcros from drying. KBC PLAIVTING BAR Planting bar shall have a blade with a triangular cross scetion, and shall be 12 incheslong, 4 inches wide and 1 inch thick aY center. ROOT PRtiNING All seedlings shall be root pruued, if necessary, so that no roo[s extend more than ]0 inches below the root collar. r � 2 inch �IT�� I I� I H I��J.f _I �II' I11=111—I II II II II IL L I I I�I I� I I I__I I I_.I I III—II III III III III � I I EI I I I I I I I1=1 I1=1I I I- ! J I I_I I I_I I�I I I 3.Insert planting bar 2 inches towerd planter from seedling. � =- i=i i i=i i ��iii;lii � iii-iii�� II I lul�_ IIIIII I �I «I �I��II�IIII�.IHllll 6. Leace compaction hole open. Water [horoughly. �° �� li � �i ^ql iu � ❑ TYPE 1 STRF.AMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT. ON C�1VT�R, RANDOM SPACING, AVERAGING 4 FT. ON CEN1'ER, APPROXIMATELY 2724 PI.ANTS PER ACR�. ❑'I'YI'E 2 STREANIBANK REFORESTATION SHALL BE PLANTED 6 I� f. TO 10 FT. ON CENTER, RANDOM SPACING, AV�RAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. ❑ NOTE: TYP� 1 AND TYP� 2 STR�MBANK REFOR�STATI01�' SHALL B� PAID FOR AS "STRF.AD�IBANK REFORESTATION" STR.F.AMBANK REFORESTATION TYPICAL Natural Ground TI'PE II TYPE I 3 b"1'. TYPE II 1'YPE I 3 1� P. Fill Slope ( Not to Scale) STRFANIBANK R�rORESTATION i�llX"CURI?,'1'YI'E, SIZE,AND TiJRNISH SHALL CONF'ORM TO THE FOLLOWING: TYP� 1 50% SALIX NIGRA BLACK WILLOW 2 ft - 3 ft LIVE STAI�S 50% CORNUS AMOMUM SILKY DOGWOOD 2 ft - 3 ft LIVE STAI�S �riP� a 25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in - 18 in BR 25% PLATANUS OCCIDENTALIS SYCANIOR� 12 in - 18 in BR 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in - 18 in BR 25% BETULA NIGRA RIVER BIRCH 12 in - 18 in BR ❑ SEE PLAN SH�ETS I�'OR ARF.AS TO BE PLANTED STREAIVIBANK REFORESTATION DETAIL SHEET 1 OF 2 N.�'.ID.�.T.- Id�.�ID�SIiDIE IENVIIB�NNYEN°I°.�]L L'NI'f DIRECTION OF FLOW �r ANChvn.� vn 1' CENTERS , MATTING ANCHOR TRENCH i IN TRENCH ON 1' CENTERS � , A\I/�LIA� A\/C�1 A� COIR FIBER MATTING ANCHORS ON 3' CENTERS PLAN VIEW �— 1 g,� (TYP) BACKFILL� �HORS ON CENTERS ANCHORS ON 1' CENTERS FLOODPLAIN/ EXISTING GROUND EXTEND MATTTNG � � � �I TO NWSEL � \ 6" MIN � � ANCHORS ON � 1' CENTERS \ IN TRENCH -------- --------- / MATTING SHALL BE STREAM BED PLACED IN TRENCH � AND BACKFILLED ANCHORS ON 1' CENTERS TYPICAL CROSS SECTION COIR FIBER MATTING DETAIL NOT TO SCALE 2" x 2" (nominal) WOODEN STAKE 1" 1-2„ 1-2 12-24" #10 STEEL REINFORCEMENT BAR 4" DIAMETER BEND 4" 24" 1" (nominal) STAPLE 1" � 12„ ANCHOR OPTIONS STR,EAMBANK REFORESTATION DETAIL SHEET 2 OF 2 N.�'.ID.�.T.- IB�.�ID�SIiDIE IENVIIB�NNYEN°I°.�]L LNI'f S G' C.:' � - z � J � x 0 � s � m � �� n � � Q / � yR � 0� 3�?? O � —�N � o� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i i i � � __ � � , � � i � i � � � � �, I �i�ii ii �i ii �' ' � ii i�.ii ili i II . i I..11 ,III ,1 r II i i I �. � �� .�.�.I : I : I �.. . I ., .: : I.:. I .. :. � , , 71:1 Ili I�:II li�fl.��l II ?.��I� �� II � IIIIIII II ��r ��I��I�� '�� I� �� i i�ii�i�l_ i �i ii. iiii �i F�� lii--r� . I . I-.. -.I. ' � .. :. -- i iii i i�� ii iii I I H I __ , , — �� ; �+� I t �� - `; - � � �I I� � I I ,' �I � { _; � I : j . --_________— 705 �, , ,i , � ______-- � ', � �: ______----__ _ _� _I', -I��-I �o _ - - - - - -- - � _ , a; ____--- � 0.020 � �--- � 700 0.043 , � — __ 6. � 1 � ii _ _ i i i i � � � i � i � � 699.88 � - / _ � — 698.16 � � � — — — -- �� . ' �. .: . . I .. :I-.. I... . : -.�.: .�i . . . . . 695 ----------------- --- - I � ?:) ��\ 1 _ --__ —.: i i !i � 1'� ' i,�i ;I ii�i-�iiH �;.� i � � _ i ?�� ti�� / � � � � I I � i --- T- --- -- � -- -- . : -- : : -� , • _ , � � I i�l ��t�� Il�i� �i�l � �� I�i� ' 691.51 � --.I ��I ��I�� Ilil I �� I I��, � I , �, � � __ -- 10 + 55.00 ; __ ; � � � �, � , � � , , ,; �� ,--�� -- il��'�� - ii- �'�I�I �� i �� -� I'� � ' �'; i � i _; � ;_ , I�II II� II � II� !I �� ili ii I I _� � ' i . i . , . . i � . � . � . . . � . � � � � . . . �. i - . . . . ---- ----r -- — —. . . . — . . . � — i . . . . . I . .. .. . . . .. .. . .. . . . . — � � — �� . ... � ��. � �. �. , . . , ..il Ili ii lili � i 'lli il�l II II i iiii �i ii�'�I I.� i ��'i� li. II � ii �. �ii �. .�. .��, ii � i i i i II .� II . I I � �� . � . ._ � � :. _ . � � — i iL� __ ._ . ��—� .. .. . . .. ....I . . ... .. .. . -------__�� I I , �. I, I I, , ' '. . — — . � I � , � ! — — — — 7�5 �I�� i ��ili Ili �i i i i iii I�� I �� I I��I!��. ..� . �. � ilii I'�� iil i i i II� _.. I .. . ., �. � -- . : ._.._.._._ _..__._.._..__ ___ . . . .. .. .. . .. .. , � � _ — — 'ill il iii �il i �il �i�li i�l i , _ _ - - _ _ _ - - �.�.�'il ii ..�'i'lli ,�.�'i i,�'i ,.�',, i i', . .',' : . ... . ..... . .. .......... — � ili lii I il� '� �, � _ — — — . .. . i I li �, 700 � � �� ---------------------- _' /��- , --- I' I I'---------- --- I IIII I I II� �i �� il� �� ! ' _ _ � , 700.00 '---_��' I . i i � , — —_ � ----___-- J ' ', �. �. � �.. .. . . . . 695 ------- -----� � __ � I ?�� \ � i- ---- _�� -- I � ! � -- � / �I' �� I ?� \� �1 -� I � - �, � � 10 + 50.00 ____ .-i --�----�- 705 �'��' �; ! I I I'� ' I � I I' I' I� ��' I I'� I'� I I' I I�'�! �'� I,TI'� I' ; '_�� I I I �, � - _______--- - __--- _- �_- 700 ---'---------------- ' ' ------------------------------------------------------------ 700.72 ----------_ ,\_� � , , ' _ � � � � I� �� ''' I�I� �� I� ��I ��II�I �ii � Ilj --- ------ i ; ' ; '�' ' � 10+25.00 � � ��_�� __ � , � �� ----� - �� --- � � _ _ � � � �_ _ �� , � �, �� i � � �� ' ' i � i � � � � ;, � � �i � li�� I ��I ' � �� _ � � __ � - — - - -- — - -- - — � � - � � -� -. �_ _ - - - - - r-- i �l i� l � r - i : :�. � � � _ � � � � � � � _� _- � � � __ � i'�i i i ��i � '��i l'�� i � i _ i _ — I _ -- � I , i I _ -- I� F i I � � � _- - _ � � � � , , , � i � ;', ;, r� _.. � ii �-r� -1 r i � � �'��' ' i� I � � ii ; .� ' i . _ � . _ . ._ . _. ��_____---- �� 705 ' I � _--___ i__-- Ili�l � I�� _ - - � - I � IIII - - _ _ _- - _- - - - �' - � - '��= I=I � - - - I'!I '!II ' I_ � � ��I � _ � � � ii � � � �� '�� , I�I I� � � i� �� I'�� I� 'I � �I� T � ' ----------------------------------------- ' � 7�� , , . --__—.___��\ � . i �. . � , , 701.42 � _ � � � � ! ! �-- , � 695 ---------_,_`--_,_` J\ /�� / � ' I � �..... � -. i.. i... � � �� IN��1�1[1[�i,]C°ll°lE T"1L.�N� � i � I, . � I � I . DO NOT U6E POR ftf W ACQUIS[TION . _ .L_�. . — .. �. . � � �.�i, �_ a � � _ � i_ � � ��J. _ i . I, _ . . . _ . _ _ � . . . . . . . . . . . . . . . . . I . _ . . . . � _ . _ . _ ., � . . �.u.� - � . I . . .� i u ��.1i � � -�-� � �- ��I � . . . I �� i � � � O'i— 00.00 ID1Egbs]L][T1'lld1'�.°�1fa�' ][D1LP�I�� 'I I' I'� 'I DO NOT L*SE FOR CONSTRUCTION . . . . . .. . . .... .. . � -L 75 70 65 60 55 50 45 40 35 30 25 20 75 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 705 700 695 705 700 695 705 700 705 700 695 S G' C.:' � — z u J � x 0 � s � m � u� �� n � � a � �� a 0 0� 3�c? o �- -�N � o� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i i i �' �� i� �� i�i� i�i� I9I II iiii iiii i iiIiII i�� i �'I� �II i� �� ii il il III i i: i � I i I . i.��I I I i f I...� .. I f ��T�I fl . f ��, I I i. . I I I i , �, I � I I 1- 1-1 i I �I � i f I I �� I �� I �� fl� i �i �j � I i 1-i � � r �_ I � I I i � Ifl i,.. . . Trr� . �. �. I -. -. . -. -. : - . - -. : - . : _ -. : . I . . . . . . . . i . . . i . . . . . . . . . . i, . . ..:.� 17.i:��l Ili . �, �7 I� 1- �I-�-�1 II I TII �I I I.1. I I-. -.I- . : .. ... .... .. . . .. . �� i ��._ �i �i " �'.i i �'iil . L I il , . I .. : I . j �.. :j . . . � I �- �i: �.i .. i _ � � i i � i i i �. i .. �. i i . �� i i .. i i * i. . i. . . i . i . i . .. i ..� �� i�:f � :� I � .-� � I I � �_ � �I . �. �. �i��. . �. : i I : : : . � : : . : � �. . - � : . . �. : . �i : �. i : �. �. : �i : �. . .. . . . . . . ..�.�.I -. -. I -.: -.I::- -.-. :: --. I -. : I... ...;... , :I: -.:�I :. .. .. . ;... . : -. �. �.�. �. �. ', ., �. �. �.�.�� . �. .: . : .�. :: �. �. �. .�.� �. �.. : . , .i. ...i : ..: �. . :.. .�i:. . . � . . i i i .i . . . . . . . � .. � � . -�--- --� —�- � �- -��'-�� I -J--- - -�_ . _�. _ . - - - - - - i _ � �_ Ili --- , . . i -�. i . . I : _ : : I : ��'��i : : : I . . � . . . . i . ii . . . ii . . . . . ii . . . . . .. . _ . . ...i . . I :. i... .. i -.i-. ...i .. . . .. .i.. .. . .. . .. .. .. . . . .. .. . .. ...i... ...i... .. . .. i . i... .i... .... . . .. .. . .. . ..... .. . . . . .. . . .. .. .. . . . . .. .. . . i... .. .. ...i. .. .. i .. . . .. . .... . . .. .. . ..... .. . . . . , .. . . . ..�. : : :j:�.. :::�. .: . .: � . �. j :. '. �.. :I�i�: �i .�. . .. I�i::. . i .. . ..�.i . . .. .. .. . .. . . .. .. � .i... ..�.i .. . . ...i... . . � I � , , , I , , . . . . . . � . - � - . � . . � i � — - — - - — - rt— -- - rt— -- . . .. . .. . . . ...i . . i .. .. . . .. .�i . . .. . ..i . .. . .i.. ...i . . . . . . � . �. . �, �. �. �.�.�.I . -. I -. .I::- -.-.:I- -.: --. I - I :- I -. :... ; .: .. . .:._ . . . . . . . . : �i -. . . . . , . . . .. .. . . . . . . .. . . -- - — . .. . . . .. . .. . . .. .. .. . .. . .. . . . . . I .. . .. .. . .. .. .. . . . .. .. . . .. Il� i II i I -i i il il i i � I I ;:'� �—;—'i� I I I' �i� 11 ' 1 I Iir,' I � �I�I ��a� �I� � Ij��—,'tH �i _ , ; , __ i i i i iiFi: � ii ii i iih�ir i li � iii i�i �ii �i�i� i i�ii �i �i �ii i��i �i�� i� �� i� ' � � � _ I - - --- -- --- ---- -- - ---- --- � - � i_�. � i � � � � i � � �� ___I _ � i � i � T i T � �- _.. �II �I I{I I II, I Ii I I I '� II. ��I �� -_ II' I II IIII i - 'I i ' ' ' I ' 705 , I � � �, � I � � ; � � I I I � ,_ - � � � � , — ' , ,.--� ' 705 , , __- i __,_, - __ I II , ', _-- .- I I I I I ' � s.s. �00.23 _— 700 P ' _ - - - - - � / 700 0.040 � �-- : -- -- 0. - �� _ 040 , '3• --- � _-- � I ,_ � �' I I I�I I I 3. ,� i __ — , .� i , ., _ , _ ti� _ - � � � � 698.15 --- ; �, . ' 695 __- -_ � I _ _.. _.....---._. 695 _ _ - - _ � S.D. 695.97 � _ - _ � --- -- -- � ---- , - � � � � ------------ , , � , , ?:, , ?. J 'L'� ry � S.S. 692.74 // � �� _ __ _ __ 690 __, -_--1 I I 690.58 �--- i�I � �+ 2�J.O� �� ---- � I. 690 � , _ I , � ___ I I _ , - -- , I I� � IT � I � I � � �-_— -- � i I � - —� �- � � � ; I II �I � � I I� � I � , � � � � j _, � � � � �� , , � I , ' , , � , _ ' I 'I II i� i�ii i ii ____ _- ---- - -- , . I� I I � ' � � � � II � �I I �-__ __,------�- �___ _ - -- --- -- -- - ' 705 __-'��' I ' 705 _ _- I ' � � � i � i�, I �' _ � I�� i I i � � II ,� I , ,� , ---__ .o S.S.700.83 __- _ __-- i -- � _ I IIIi IiiII II i�li i I i�� Ii -- _ . � . . . � . .. ... . , oo � _ _-- �, , �� , � . i ii 700 � - - - 700 I , �i' il i li i lili� i i il i il ii �illli i I _.._... 0.040 0.040 _- ,I - ------...- ----- __---- _ 31 �- 3�� I � � � I -- - - - _ � ti'� �� , 698J6 , . i -- 695 --- --'� ` �_- �� ' s.�. 696.63 ! I 695 ------ - -- -- �, �� , � --------- — � �� 2.� � � : �_ — ?�� ti�� i / ` --- -- _ I — ---- 5 5. 692.20� // ^ I, � ' i I I / � � � 690 '' _ __ 69o.9i `-- � � I�I . � � 690 , � I �i 705 I,h II I 'lll � � � � I � �C�� ; _I ', , `�rl , 700 ' I i I � � + 0�.00 — — —�- I ' ' � � �� - - � -- �_ M --� -�- �-� =��-- ______----- _----- 705 S.S.701.62 _---- � . . .�. . . � 7�� i,�, i i i , � �, �, � -- ti�� / �� 699.38 � /� 695 ----- ---�, - ', 5.�. 69�.so I� I 695 _—____--_—�— �� \ ---��—i� _ . . , i �. . \ \ —' . _—,I .. . . � , I ! \ . . . . . .._ _._. 'i . . . . . : . � � S.S. 694.21 _ . ��I �-, �---1/ i _ .. . . .. ....: ... ... � _ i i i 690 69i.25 � i II ' � ��- 7�J.�0 � � I 690 �� . � G �_�� G '_�'�L� � 1 � L � ,'_Li � �_ � � �� _ _ . . _ _ �', _ _ _ I _ . _ . I, . � � ; . . � _ _ : _ _ � �� ,�i � i � � i � i i � �� ll -1 l- Ll ,_ �-111 � � � a �� - - . - - �� , I � I I' I� I�I ', , � , I �i � � � j i � �I �I� �. lilii. �. � �� . �. I�� . �. I�I��. �.�.' �.I��.�. . . . .. .�. �. .� . . . . � � . . . . . . . . . . . . . . I� I� �.. . . . �. . . . . -L- 75 70 65 60 55 50 45 40 35 30 25 20 75 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 S G' C.:' � — z � � x 0 � s � m �� n � � a � �, ya a o^ 3� o� -�N � �� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i i i �' �� i� �� i�i� i�i� I9I II iiii iiii i iiIiII i�� i �'I� �II i� �� ii il il III i i: i � I i I . i.��I I I i f I...� .. I f ��T�I fl . f ��, I I i. . I I I i , �, I � I I 1- 1-1 i I �I � i f I I �� I �� I �� fl� i �i �j � I i 1-i � � r �_ I � I I i � Ifl i,.. . . Trr� . �. �. I -. -. . -. -. : - . - -. : - . : _ -. : . I . . . . . . . . i . . . i . . . . . . . . . . i, . . ..:.� 17.i:��l Ili . �, �7 I� 1- �I-�-�1 II I TII �I I I.1. I I-. -.I- . : .. ... .... .. . . .. . �� i ��._ �i �i " �'.i i �'iil . L I il , . I .. : I . j �.. :j . . . � I �- �i: �.i .. i _ � � i i � i i i �. i .. �. i i . �� i i .. i i * i. . i. . . i . i . i . .. i ..� �� i�:f � :� I � .-� � I I � �_ � �I . �. �. �i��. . �. : i I : : : . � : : . : � �. . - � : . . �. : . �i : �. i : �. �. : �i : �. . .. . . . . . . ..�.�.I -. -. I -.: -.I::- -.-. :: --. I -. : I... ...;... , :I: -.:�I :. .. .. . ;... . : -. �. �.�. �. �. ', ., �. �. �.�.�� . �. .: . : .�. :: �. �. �. .�.� �. �.. : . , .i. ...i : ..: �. . :.. .�i:. . . � . . i i i .i . . . . . . . � .. � � . -�--- --� -�- � �- -��'-�� I -J--- - -�_ . _�. _ . - - - - - - i _ � �_ Ili --- , . . i -�. i . . I : _ : : I : ��'��i : : : I . . � . . . . i . ii . . . ii . . . . . ii . . . . . .. . _ . . ...i . . I :. i... .. i -.i-. ...i .. . . .. .i.. .. . .. . .. .. .. . . . .. .. . .. ...i... ...i... .. . .. i . i... .i... .... . . .. .. . .. . ..... .. . . . . .. . . .. .. .. . . . . .. .. . . i... .. .. ...i. .. .. i .. . . .. . .... . . .. .. . ..... .. . . . . , .. . . . ..�. : : :j:�.. :::�. .: . .: � . �. j :. '. �.. :I�i�: �i .�. . .. I�i::. . i .. . ..�.i . . .. .. .. . .. . . .. .. � .i... ..�.i .. . . ...i... . . � I � , , , I , , . . . . . . � . - � - . � . . � i � - - - - - - - rt- -- - rt- -- . . .. . .. . . . ...i . . i .. .. . . .. .�i . . .. . ..i . .. . .i.. � . � . �. . �, �. �. �.�.�.I . -. I -. .I::- -.-.:I- -.: --. I - I :- I -. :... ; .. .� . � � . . . . . . . :�I-. . . , . . , . .. .. . . . . . . . I i i � i ��i li . , � T i i �r i , _ . �. T ��. 'i �� i i ii i� . li �.li „� ,�I , , lili li�. . .. -. �._,- � i ' i � � � 'i � ''i �' � � � ''i i ' .: i -- �.__. __ _ �. I - - i� i i�I Iiihi il I�i i�i � iih,i� Ii �i 1�� {ii ��ili �ii I�i�i� i I i�' i'i� I�II I,'�i Ili �I_j'i� i I --____--__ � _ ___ _ I I i i i i r --i ---- -- , -- � i i III ', II ��I I-- II'� I II ' �{I I I� I Ii i -- , __-- 700 � � I I I _ , ^ , �� , ______--� 700 , � , _-- .� ,-- o. - � � i i � i � � � _ __ . __ . _ ___ _- -- 0.040 ---- - i i � i i i i i i i � Ii i Ii lli li �O 0.040 �- � 695 �.� /�, --------- 696.51 3.� 3;.694.91--___ — � 695 � � _ --_ � �"� !, ------ �� ' ' S.D. 693.97 _ �� --� -- ------ �------- � ---?. - � J � �S.S.691J5 i� s90 � , I M __'i_ I _ __I_.____ � 'L'� � �/ _ _..._ bsa.2� `� _ �� ' I'i '�� i I�� '�� I I 12 + 00.00 ' I-'� I -'�r� � I'T I�I I -- If�� I�I,� �� I�II II� �'� � ,� ' ' I _ II, :i,' 'I �� _ . __ _ _ _ _ _. --- — �- i��, � � I '� , � , 690 � ' �' � � � ; � � � ! I � : � _� 705 � �I � - � � 705 ' I� I __--' � � j ,.--' , � � � , , , ,, I , , � , � , �, � ' I — �� , I , , , I ' I � ' ! I , _— - ---- -- - _-- -- -- Ii v I --'��/'' , � -- - - - - _ � 7 00 0 _ — 00 - --- - -- — ' � --�� I I� i� '�I i �I o. __ -- 0.04 � _- , , 0 _- 0.040 - -- _- - . i _- ------ �1 _ -- � . _ 3_ I .� _ 3• __ � � � .l �,. i - _ � � i � 695 _._. ---. 695 — � - --- � 697.02 -- �'� i , ----------- � — -- — — I �' � I� � i�i� i� � I �i , '� I ---- i i I---------- ----- � i S.D. 694.63 � __ � �I j I __ _ - _ _ i T�,-� I 690 � ti�, S.S. 692.07 ��\ �� '� I 690 ?•� 'L�� . ` � l . . . . . . . . . . . .. . . . . . . 688.61 i � i I � � I i� 705 700 �� - - +— ---- � -- ---- -- --- --- -- � --- -- — -- - — _ 11 + 75.00 � j � � �� - � � �, i � , , , _ , � � �I� I��,I ��,,III� . � �!��II III �II� I �I Ill�i � II� ...i . .�. j i �. i : �. �. .I�.�. i : i i�. �� : : �. . , . . �. I I I I .. , . . . . . , . .. , . . .. . . .. , . , ; , . . . . ..�.� . . . 'I� �.�I . . � . . . . �.'�i� . � . ��. �.� . , . .. . . . .�.. .. .. .. �. ...� . . . . . . I . . .. . . .. . . .. . .. . . . , .. . . , . : _ I�i_�IJ- - i �II�� I � ��I �� i I I i I i I i I i i I I . . . �. I - . . . . �. I �. . � I - . . . . � . i - � . .. . - .iii ---, ..,i'. i - I . i ...I . . . .. . . .. . .. i . . .i.. .. . .. . �.��:. I il I I�li i � i i li i i ��i il i I '..I � �� i�i �i i ��.. . _ . . _ . �'� � i �i I i i I i i . : ' . i � .� � . �i . � . i �. _ i . . _ � . . . .. _ _ - - - - -. �—� - --I� -- -- - -- :- .. —. _ _ - ��- . . �- �+.- . � , �i....�_ . .. . . .� . . " � � � I�� I ��II �� 1--� irli ill � � -� I il.�� , � . , �....��. . . .. . .. ... .. .�._ _. :...�. . . .. .. .. .... .. .. .. .. .. .. .. .. .. .. .. .. .. . � � � : � � ---- 7 , __-- - 05 �� j �'I ' ' I �I �' �' ll�� I _ , , , , - - � � � _ ,, � � � � � , '� � � _ _I ' � C'i i I � , I_ � ! _. _ r�', ; r � � r , � � ___- ', ° ' , -, � � 700 I � I II � 5.5.698.02--__,, ,-� III I �I�I� 0.040 � � 0.040 - i I I � _ � I �I .I I�� . �', ��li�:ll i II ili�i i i I^`li .il ii .��il i i II i i^�I�. _I _ �?�� ----- —�_�� _ � � � T' i .L.� � � � , _ _ - 3:7 � �- � ----------------- --�� -----------___�, ___-- \S.S.692.56 /�i� 690 �., ,..� � i� ...�_�� I � .� �G� �.�lu� G . . . I , u� , �F , �� . . . I . .� I �----_ -T i��1 , , � ,I � ,,,I � , , �. 75 70 65 60 55 50 45 40 35 30 25 20 75 10 697.53 11 + 50.00 —L— 5 0 5 I,I. . . . il _ . . . 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 S G' C.:' � — z � J � x & s � m � �� 6 �n � � a i � �� a 0 0� 3�c? o �- -�N � o� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 N N 5� � ' rn ---- o.00s �O o.020 ' 2.0 ��o ---- 695 695 _ _ '_TI __^L�_,!_ ' i -T I � ! -'--------------------------- 8.0 % DRIVEWAY -------------------------_ ----- � 694.86 -------------- _ _ _ �I �� ,' ��I� �I ti�� '� '� ------ �� --- � '---- ;,,,\_-----------, ---- S.S.689J6� j// I I I I �', � 690 � _ \ ' - I � 690 ?� I � �_ _ i � _ � � � � — - � I � � ?.� 'L�� \ � ;� I I � I: i ', �I I � 685 685.63 �__� � � � � � 685 � � � , 13 + 00.00 � I� , � � -- - ' �-- — �-- _ , i i � _ �� _; ; , ; I 'I I �' �� !�i i i _ i i i _. � - � ' I-�- --- - I � �I I �� iH- � i ii I �Ih��r � I� 1� �rl it �ir � rl� i�i� Ii �iri �r rill ��{r II {-ii II+i-iIH +;III � I �� i �� i i� i i�i liri i li ii rrii li i r�� ii ��ii ii iii i iii i i� iil iiii I i iii I ii� i i � I i I i i � i i i � i � i� ----- T- — - I I -r--- - — _-_i �il ' ilI I II I� i � IIII I --- I -r '� i _ �oo , IIi �� i i, II� �� i! �� i III i- i,�, i, i�, �oo � i � _— � _ _---- i i i I I � II III i rn _______-- 0.004 'O 0.020 _-- S.S. 694.11 _ - _ - _ � �� ,� � ,I ,I � 695 ' , I'I � � ��II ii �� iiii �i ili ii�,�, .i iii �iil i - , �---- -----------------�-- 3. ------- 695 ______ ,�.� �� 695.19 ', � � ---------- -------- ---- ,�� , `� � -- _ � � � �`� g:1 ---------------------- / , 690 ?.� _1 �i ; — S.D. 691.36 —� � 690 � 5.5.690.33 � � �'. � / .ii� li ii�, iili jiji,l j�....j ..I... i I.. �.I . i. i i�. i. . \ . ... . . . . . . . . �I 27 ti� \ �� I _ - ' I� 685 I' I I __._.. 6as.9� ___._._. ��' ' I I ' i 685 � I I i � � ' I I ; j ; � � � � ; � � , , I� i i I �'� � i-. I --- -- - -- - _ _ . _ . _ _ _ � � � I I —I '� 7�� 'illi � II ii �III ii liii �I illi ili��li I Ill�li li i illi i I�li , . :. ..... : � �. �. �.I : .�. 70� � I __ . . _ �_. �, _.___ _T. . . � � � — _ � � � .___._. .___.__ ___ _.___ ._.___ ..._.___ .� �.�� . . . .. , . i ..i. , i , O` , � — I I . �I �I �� I I �, , , ' I� ', �' i,l — — — — � � � I . . . . . . . ', ' � � � . . . . � � ', �—� � �� I�II III�II Ill�il�l II I�III II I �.Q�b �.020 �� . .. .. ... ... . . .. ... . — � �I �I �' i i i ' � I I��I I 'il II �..�lilll ,., .�� 695 '---------------------- ,�__ S.S. 693.83 ____--- 695 � �� - 3:7 -- - ---- '---_ ti` �' ' 695.53 ', �� __�� - ------- -_ , _ � __ - _ __ �_ , S.D. 692.33 � . ----2 ----__ i - - T -'------------ _ I I 690 � 2. � /�� ' � I � V � ' 690 � 5.5.690.79 � i �T—� � � / __ � __ ?686.30 \\`-� -i -�- i --- -- - -- - - � � _ I 'L'.� / i i i I I i i i - �2+ . ! I I ! ' 50 00 � , , � � � ��.�.. �II iji� . .�. ijl ��.II !II� I �I Ili �. i : �. �. .��.�. i : i i�. �� : : �. . , , � . . �. I I . I I . .. , . . .. . . .. , . , ; , . , � . � . �. � , � � � . , � III-I � I�I lillli I . . . j . . . . �.'i� . � . i�. �.� . I�� , � I I I' I I'�,�� I '�,�� III il i�, ilii ii 'lilll lii �il i ilii �i iiil �li i li i ii ��li i iill ��ii I il iil li iili .i�. :.;__..__ _.___._. .:..__ _.__._ _._._..___ . �. I i I I I ,� � � �i I I �, I I I I . , � � . . . ... . . , � � � — _' --{_ - _ —_ . __ .___ —. _ � � . . , . � I �I� ill �I �, iii ii i .ii i . . II �I I, .�.. �.. � . . I - - � �i _ . � � I � ._ ��— �— _ _ _ . . .. . . .. � i I iii �.. .. . ...... .. .. � . .. .. . .. _ ... � �� — � - � 700 , : _-,�� 700 � - �i I� � 'I ,-� ,_ �� F i �I I , , � ,— �. _ � � � , , � ,, � � ' � IC'�� _; I! _� , ,',_ ' ,, o.o2a � ______-- -' _-� .. i ' f o.o2a ,, ' � 695 I I � " � '-------------- - 3.� S.S.693.96 � 695 ti.� �— 696.02 s�� --- �_____ ��' , ' ��,,, — ---' ---_____ � , _ S.D. 693.30 690 ----2----------------------- � I�� .I ,L.1 S.S. 691.34�� / --I— , ,,; i�. i i i j 690 � I .�. .._'__ . �') �', � // .. I . . . ....... .. ____. ' .. '! .. ...... . � .. .. ... . .... .. ' 687.�7 �_'._— . .. I.. . . il . . . . . . i . � � j . �. �. . . � .. .. i . . . . � . ; . . . . . . .�. ... . . .�. iii � � i i . �. �. . . . .� . . . . � � - � 12+25.00 , ,�� ; � � � �� , ; ,� � � � � ' ' II : i� �_ _ �_ ; ' � , , �� a �aI �� _ � �� _. _�� . .� G LJ.� G _'._L� , �.I � .�._ i. J. _ . . . . . . . _ . . . . � . . . ; . . . .. . . . I . . . . . . I� _ . . . . . % . . . .. �. . , . . . . . �,. . . . � � . . . . . . . . . . . . . . . . . . . �. . . _ � �_�_� .� �� L�� _ . �._ � _ .. �� . i . . I I , I, �, � I ��1 l�l �� I� , j � � j � � j , ' � I i � � li I i �. � ,.... I I �,,� I II �.. �. � �. . i �i �' i I . ' . . . . . . . . . . . . . . . . . . . . .. . . �I I _ -L 75 70 65 60 55 50 45 40 35 30 25 20 75 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 S G' C.:' � — z J � 0 � s � m � u� � � �n � � a � �� ao� 39 o� -�N � �� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i i i �' �� i� �� i�i� i�i� I9I II iiii iiii i iiIiII i�� i �'I� �II i� �� ii il il III i i: i � I i I . i.��I I I i f I...� .. I f ��T�I fl . f ��, I I i. . I I I i , �, I � I I 1- 1-1 i I �I � i f I I �� I �� I �� fl� i �i �j � I i 1-i � � r �_ I � I I i � Ifl i,.. . . Trr� . �. �. I -. -. . -. -. : - . - -. : - . : _ -. : . I . . . . . . . . i . . . i . . . . . . . . . . i, . . ..:.� 17.i:��l Ili . �, �7 I� 1- �I-�-�1 II I TII �I I I.1. I I-. -.I- . : .. ... .... .. . . .. . �� i ��._ �i �i " �'.i i �'iil . L I il , . I .. : I . j �.. :j . . . � I �- �i: �.i .. i _ � � i i � i i i �. i .. �. i i . �� i i .. i i * i. . i. . . i . i . i . .. i ..� �� i�:f � :� I � .-� � I I � �_ � �I . �. �. �i��. . �. : i I : : : . � : : . : � �. . - � : . . �. : . �i : �. i : �. �. : �i : �. . .. . . . . . . ..�.�.I -. -. I -.: -.I::- -.-. :: --. I -. : I... ...;... , :I: -.:�I :. .. .. . ;... . : -. �. �.�. �. �. ', ., �. �. �.�.�� . �. .: . : .�. :: �. �. �. .�.� �. �.. : . , .i. ...i : ..: �. . :.. .�i:. . . � . . i i i .i . . . . . . . � .. � � . -�--- --� —�- � �- -��'-�� I -J--- - -�_ . _�. _ . - - - - - - i _ � �_ Ili --- , . . i -�. i . . I : _ : : I : ��'��i : : : I . . � . . . . i . ii . . . ii . . . . . ii . . . . . .. . _ . . ...i . . I :. i... .. i -.i-. ...i .. . . .. .i.. .. . .. . .. .. .. . . . .. .. . .. ...i... ...i... .. . .. i . i... .i... .... . . .. .. . .. . ..... .. . . . . .. . . .. .. .. . . . . .. .. . . i... .. .. ...i. .. .. i .. . . .. . .... . . .. .. . ..... .. . . . . , .. . . . ..�. : : :j:�.. :::�. .: . .: � . �. j :. '. �.. :I�i�: �i .�. . .. I�i::. . i .. . ..�.i . . .. .. .. . .. . . .. .. � .i... ..�.i .. . . ...i... . . � I � , , , I , , . . . . . . � . - � - . � . . � i � — - — - - — - rt— -- - rt— -- . . .. . .. . . . ...i . . i .. .. . . .. ..�i . . .. . ..i . .. . .i.. ...i . . . . . . . i . �. . �, �. �. �.�.�.I . -. I -. .I::- -.-.:I- -.: --. I - I :- I -. :... ; .: .. . . ;... ; .. . . , . . . .. .. . .. . .. . .. . . . . . .. . . :�i-. .. . . . . . . .. . . . . . .. . . .. .. .. . .. . .. . . . . i. . . . . . . . . . . .. . . . . . ... . . ... . I . . . . . .. . . . . .. . . II - - II I I'- --I� , I I �� iH- � i ii i ��h��r II 1-� �rl ir �iri i ritl I�I I� ;-I I u � I � I � -�ir � rl� i�i li I I I�I-il �,.� � � � �� '-;:'� �-;-I I I I' �� 11 '_ 1 I I � : ,',�� , � � �„ �, �� , „�� ,� ��, ��,�� I ; ; � � ; � � � � , _, -. , _ T --;- ---- - T- - - - � � � � � � � � � � � � --- - , � _--� � ''� -- __.� � ___I _ II f �I�I� IIiI 1lil I II I lii I I I� ' I� ��i I III I I-= III',, I Ili IIII ',I I i�I', i� !� i I I , I ; _ I � I � � � � li � II� �II ��II �III ',II ii � i i I ' I' ' 695 0.020 �O o.020 695 il�ll �III i iiii �I ili ii��i ... �� . i : � . . . . ... � . . . . . . . . i iil ��,. �. . . . ,i . I ' --------------.— . . , . , , , —_---- . . �. __ _ —_— .. . I . — , . . . . . . . I I�I �I.. ��I_ I i � i. . �'I I II II� II �.. I��i. I . I��i. I I . � ��i I1� I I .� �I.i. �I . .I. I. �I .I. �. � � � , . — � \ � � . il �. . �. � I ._ : � . . . . �. _. . : . 6 4.13 � 9 � � � I ti 3 � �� . J � � � S.S. 688.72 690 690 i � � �� --- �\ � ' �� i----- ----�- - ------------ ------- ----- ---- � \ �--------- --- � � � � -----___ __ i ' �i ?:I 'y'� S.S. 687.66 � \ / �/ I �� ' , S.D. 687.47 685 _.___ � ` �� _-_ -- - ---__._ 685 i: rr� ?.683.33 \�-� / ,', � , ''_ i i , 13 + 75.00 �-- ',r-� I �,, I. I. I I. I i. l.� � �� -_ � � - i i� - � � � i �� I� �� '�� '�� '� �� !, ,��,'I '' I II'II 'I'I� � � � ,� � i II i i ii i i i i �i�ii �I I iil,,i .i I�I illi �. _. _..__._— _.._. _ _ _ ��I �II�I �, I�, �I,II ', M W V IIII I!II II I'I �. � zo o. 695 0.0 ozo I ii , i I , i � � i � i � � � i� I I� � � � � I I '----------------- _� .y.� ��'� �', 694.38 i � 690 / r 1 - -- ; ----� � ____ � � ------ �?.� ------------- ,..� < < �QQ ,� \ // i i �-- 685 695 690 --_ 685 I 75 695 ', ' � ?v �� I �� _ 3_l S. S. 689.45 690 ��' - --- - S. D. 688.44 —L— 10 5 0 5 70 65 60 55 50 45 40 35 30 25 20 75 10 15 20 25 30 35 40 45 50 55 60 65 70 75 685 695 690 685 S G' C.:' � - � J � x 0 � s � m � u� �� n � � a , � �� a oN 3� o� -�N � o� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � I I ' I i i i � � � � � 1�_� ��_ � � � � �I�II � �� I� II � _ �; ; � ,�.., �., I i '�, III ',I �III ,il Ifl I��I fl�l� 7ii fl ' . i. .i . I�I I I i 7il Ili i:Il lifi I II �TI fl III _ ��, .. . -: :_ -. :- I -.- :: : :. . . . �� i � �._ �i �i � ' �'. i i . . . � �', . �. ' : : : � . I . �. : �i : i . �� +I I I �� -.� . I I I . I . . �. I I . �, M ', '� I . I . I . . . I I ,. . -. . . . 695 �, , , � , , � � , ' � o.ozo 0.020 _ _ i � � � , _� r � � � � ! !' ! ------- „ , �- - - I � �� - --� - � - -�- --,- - -L -,�' I ,�.. /�� I 693.72 --------,, _ \\\\\ �, — i i - I � � � � �, 690 � � � � � � ---� � ------------------- -------------- ----__ S.S.688.06 S.S.687.92 -------------------- 14 + 75.00 — �i � i� i i�I IiH- I Ii ii i �1�r I� I I11t 1-P 1irP I i� IiI Iiri I �r ri�-- 1-� 1 I I I I I ii i i ii iiii i i i ii ii i i ii iiii i iii i i i i � � _ - _ � � � � , I �III �I I,} 1� IIII I I II �� IIII , i � � -- T ' � — T � — � �lil II� ill I II I li�i I II � II, �i'I i-- i� I Ili ' i i i i� � i II i - --_ -_ ' � � I � � o : I� � I�� I ��I��I I,II ii � , I � � Ii % rn I i � 695 .o lil� ' I Ili � I�� i� �� I��I�, ��i ' � , ' � 0.020 o.ozo i�ii ��i � � � � � I I � �� ---------------------- - -- -- 1-_�I_ �I I'�_I_i � I'_'�_ I I' �I I '� � I I�I '� J11 �I �_ �,� I_I I I I �� ', � ry� � I , II ; � 693.83 ' � � 690 �' � , � � ?. ---�� \ -._._ _ _._ _.._ _ _._._._ . -._.. = ---....._ _.,._.. _._....---- � ------ ------------- � ��- ----- ----- ------------ --� � -- �--- ---------------- S.S.688.16 �'��---i� --------------------------- S.S. 687.38 — -- -- - -- 14 + 50.00 — � � !ii ii .;� -�i I _ I i� i i�, -;��' �,T '�i-� -�, -- � i- ,, i, I, � , � � _ _ , + --- -�- ,, � � ,, � , , �, �, , � � �-; I � � , ,�i � � i, j; i,I '� '� �, - i i �� I�I� ��', �,'I,� ,, �,, , � � � � I , i � � � �- �. . ', N ', i� _ . . i . I . . . 695 690 695 690 695 � j I ' � � _ 695 � � � � � �� i �I i i � � � �i � ��I� � - 0.020 0.020 -- - - ' I �' � � I I ' '' � ' � i � I�I �� I �---------�------ --� � I . ,�.� ��- I 693.81 ', ��- 2:� - _--. , �� i � � � � � � 690 ' � 690 � , _ _----_ � , , �� I�I �II� �I � i�'i� I�IIi � �I I�� I��I -- -�, �� ' ,I� , i---------- ��------- - - - -------------------- " �i S.S. 688.58 �� i T�r�r� f i . I S.S. 688.45 / �_- . , --- 685 � � � � � � � 685 � 'i ' ' � , � � ' _ - ' �� ', 14 + 2 5 .00 �---- � , , _ , -I --- -- ` � // �� I i -�'_ I � -_-- --- -- - -- - - �---- --- - � ,� , � � I � �'� � ' �� I� �� I � I � � i �� I , Ii � 'Ii' I, -__ __ ___ _ ___ I ! ' ! � ! � : � � 'II '�I '�I� � !'�� 'II �� END CULVERT STA. 14+09 +/— ' ' ' ' ' ; � � � , ; , � . , , , _� li–�IJ Il�i I I i i i ��I �L� I I �. -. . . . . ,I . � - � � . . �. �. � �i . . . �. . . . - . .iil n . .. i . . .i.. .. . .. . �.I�:. ..�.i�.. .... . . .... . �i I I ��I li I I I ..i ' L I . �. �. �. �II �i ii i ii '. . . . . . . ' . ' . � . . �. i '� i i � � � � �— �� _�� _. . I __ -_ _ '- — _ , _ - - - __ _ - _ ��' �_ ' ' � � � � � �- �_-! � - �- __ � � _ � �. , � � 695 �o �� 695 o.ozo 0.020 � , �� I� � 'I i .> z. _ � I ', ti _ .� I+F i� I II� � � � � � � , � � � � : ,_ , '� �' f ' � -- - �-- - I -- �, , . _._. . . . _- .._ 690 '� ' 690 I '�'�'� �' ---------- I �, � � �i -----?� --------------�\ I� I� 'T i i i I � i i I ` � � , I I , 685 --- �� - - 685 ti � ,, ?7 2', � ------- -''�, - �---- - �, - � i i i i 683.00 \ � , ,„ --- - ----------------------------- ---------- _ _ 680 ' � � � 682.84 - 680 � i I II I_i � � � �� ' �-111�� /�+��.�0 j J ; � _ � _._ :_._ _ ._. _ � � � ��'�1.I- lJ -, � � _. .. . _._. _ ._ .._ _ � G �G � ��L � � ",_ "� � � u�_ I��I� �, j �,, , BEGIN CULVERT STA. 13 + 91 +/— I, � i, I � I � I I j I; I I I �� w, � I�' � �, , —L— 75 70 65 60 55 50 45 40 35 30 25 20 75 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 S G' C.:' � _ z � � x 0 � s � m � u� � � � �n � � a � �� LL a o� 39 o� —�N � o� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i i i �' �� i� �� i�i� i�i� I9I II iiii iiii i iiIiII i�� i �'I� �II i� �� ii il il III i i: i � I i I . i.��I I I i f I...� .. I f ��T�I fl . f ��, I I i. . I I I i , �, I � I I 1- 1-1 i I �I � i f I I �� I �� I �� fl� i �i �j � I i 1-i � � r �_ I � I I i � Ifl i,.. . . Trr� . �. �. I -. -. . -. -. : - . - -. : - . : _ -. : . I . . . . . . . . i . . . i . . . . . . . . . . i, . . ..:.� 17.i:��l Ili . �, �7 I� 1- �I-�-�1 II I TII �I I I.1. I I-. -.I- . : .. ... .... .. . . .. . �� i ��._ �i �i " �'.i i �'iil . L I il , . I .. : I . j �.. :j . . . � I �- �i: �.i .. i _ � � i i � i i i �. i .. �. i i . �� i i .. i i * i. . i. . . i . i . i . .. i ..� �� i�:f � :� I � .-� � I I � �_ � �I . �. �. �i��. . �. : i I : : : . � : : . : � �. . - � : . . �. : . �i : �. i : �. �. : �i : �. . .. . . . . . . ..�.�.I -. -. I -.: -.I::- -.-. :: --. I -. : I... ...;... , :I: -.:�I :. .. .. . ;... . : -. �. �.�. �. �. ', ., �. �. �.�.�� . �. .: . : .�. :: �. �. �. .�.� �. �.. : . , .i. ...i : ..: �. . :.. .�i:. . . � . . i i i .i . . . . . . . � .. � � . -�--- --� —�- � �- -��'-�� I -J--- - -�_ . _�. _ . . .. . i_ � _ Ili --- , . -. i. --- -.i... . .. .. I .. . .. � .. .. i .ii. ..ii .. . .. ii.. . . . .. . _ . . . . . . . . . I..:. :I: ��i .. . I :. �... .. i .i. ..i .. . . .. .i.. i i i i i .. . .. . .. .. .. . .. .... ...i... .. . .. i . i... .i... .... . . .. .. . .. . ..... .. . . . . .. . . .. .. .. . . - .... ...i. .. .. i .. . . .. . .... . . .. .. . ..... .... . , .. � �.:�.. :::�. : .: � . �. j :. ' �.. :I�i�: �i .�. . .. .: . i .. � . .. .. .. . . .. .. � .i... ..�.i .. . . .. .. � I I �. �. � . . . -�- , � , , � i � - — — - rt— - �� - �, . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . , , �� .� .�. .� . . �, . � �� ', . --. � � .- � . .... , ._ .. . . .... .. . ., „ . , M � ... . . . . . . ..I-. .. . . . . I 695 � � _ — _ _ 695 o� _ - I 0.017 'O 0.020 � ih� � i ii iI �Ih��r I � III 11- �I I r I �i �� I I t�-� � � I� �,� I I ' I--N ,� � I-I� _ � : --- -- _-- - i� i i�i liri i li ii iiii li i i�� iii � - -- -__\ i i i i . � i_ �. � i .� ! � � I � I I I I I{ I I I I I I' ', I I I I I '� I I ti� ��' 693.36 �� 690 � ', � � � \ a: � � 690 ��' � ------� � --- �--- --------------------------------------- 5.5.688.50 �I S.S.688.07 ------------------ �� 15 + 50.00 — _ - -F- � .i , ; �_� � , ... �i�� ' �, �I �I � , i -', � , , , � � � � ' ' � i � � � �� i ' _.. _ _ � _.. _....._ _ _....._ , , �'� . . �I�I��I �I ��I I �I�i . . .. . . : . -. . : .�I �. .., I . i �i�. j . : ,o _ I� II ' � 5' 5' � 695 0 695 0.020 'O 0.020 2.0 % � �� : 1 0 -- Z I � �� I I ' i ' 'il 'li I li I I�I I'�� '� ' ,i � � i � � I�, i�� rr �I Ilr r r I I� I I I I � �I ��I I ------ .0 / i. i Inl � � I � i i � �` ,- � � ,-7' �,�> �' ' 693.48 �'��_ 23 � oRiv —� --- � � -_ � 690 �� ' ' �'�-----__ E�'AY Gk.4DE ; ; 690 --- ' —__ — _ — —_ -- „ _ ------------------ --------------- -- — -------- S.S.688.35 �— — � � --- ----------------------------- 15 + 25.00 ' � � i� i� �� i� ', , _ � � – � I �..i ii ''.��lilli i li'i I�I i�i i i� I lii�li �II III I�...., li i iil ��li I I�lil�l I��I�. . .. .. i .. . ... : �. �.. : I .. i. i. .� :�. : : �.-. � i . . . �. �I : . .. ..�.I . . �. . . : . . .. . . . . . . _ . . .. ...i . .. II. . . . . � . . � . . . . � � � � . . . . . . . . . . . . . . i , � � I I . � � . . . . . .. . i .��.. . . . . .. . . . .. . .. . . . . . . , . �I � . � �.I III I � 5, 5, I . I . . � . � I M . . ..I�. .. . . 695 0� 695 0.020 �O o.020 2.0 % I ' 1 0 2. '..II', �., I, �.�Ili iiij��il i iiili iii�l� I � �i� _ '� , '�.� �.�:. ��. '� � ��. �i �I I ------- �� I ' �. I � _ ! I ' I ' ' I � I ' ' I I ' � .�,. � � � 3 / _.— - -- '� - - -- ---- - — _. _ . __ --__ RNE , � , _ 2 w / � \ � 693.52 _ o qy I , 'I _ 690 � _ G _ -- _-- - - _ -- _ _ __ 690 - _ RA � _ D ---------------------- ----- ----------------- --------� ', '--___ E S.S. 688.68 ��------ _ — --- --- ---- — —_ __ _— ---- — --- — 15 + 17 00 ---- —---- ----- ---------------------------- �, . i � I 'i ' i i '' i 'i 'i ! 'i ' �� ', 'i 'i �� 'i 'i ' 'i ' � '�-�'iJi _ '' ' � 'i 'iJi �. '� �'�. ' i . � _ .- _ i _ . � � i �i ��' � i --� � �I i � � �_ � � — ---- -�� — -- -- — — ' _ _— -r— � _ — ' — -- — — � � — i � � 1 -- 1 �_ I i _ - - _ _ I . � � ! � . . '� � � � � _ , � � _ ; _ _ � , � � � �� I � � ' I �� - � ! - - � i _ i _ , I , , � _ _ , , _ _ I;F I I� � � �II � � ' I ' , �, , ,, � � ; , �� , , __ �� _ __- _ - �'�_ �, � M � � _ � _ � __ � _ _ � �� - _ _ _ _ -. _ _ 695 i� I� , , I � � � I � I li � II �i �II �'I I I! I � 0.020 0.020 I � �� i � �,I ' I II I�II I 'i i I li I -------- I i�l - - , T �� - �� -- -�- rr � � � -- _� '�` �� 693.61 , �. a� � � �� 690 � � � � "� � I , � --- -------� I � ------------- --------- --------- ----- ------- S.S.688.71 �-- ----------------------------- S.S. 687.05 T 15 + 00.00 - !�_ �� rI�u�__�� u � � !_! u� � � �� GL� � u _ � a_ii� � u�_ �� _ �� a � ��J. ,, _ � _ _ �� ; � � . � i . . . I �i I i . . I � �� I � �.� �I I � I � ., �IL ' '� �I �l^ � � , I ��L�i� �� I ., � ,. �. . .� I . II� II� . �. I . . I� I . I I . . I . �. I . . I . . . � i I �I �. I � �� I � I . � . .I �� . . . . . . . . .. � . . .... .. . . . . —L— 75 70 65 60 55 50 45 40 35 30 25 20 75 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 S G' C.:' � - Z u J d x 0 ¢i s � m � u� �� n � a � � �LL a o� 39 o� —�N � �� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i i i �' �� i� �� i�i� i�i� I9I II iiii iiii i iiIiII i�� i �'I� �II i� �� ii il il III i i: i � I i I . i.��I I I i f I...� .. I f ��T�I fl . f ��, I I i. . I I I i , �, I � I I 1- 1-1 i I �I � i f I I �� I �� I �� fl� i �i �j � I i 1-i � � r �_ I � I I i � Ifl i,.. . . Trr� . �. �. I -. -. . -. -. : - . - -. : - . : _ -. : . I . . . . . . . . i . . . i . . . . . . . . . . i, . . ..:.� 17.i:��l Ili . �, �7 I� 1- �I-�-�1 II I TII �I I I.1. I I-. -.I- . : .. ... .... .. . . .. . �� i ��._ �i �i " �'.i i �'iil . L I il , . I .. : I . j �.. :j . . . � I �- �i: �.i .. i _ � � i i � i i i �. i .. �. i i . �� i i .. i i * i. . i. . . i . i . i . .. i ..� �� i�:f � :� I � .-� � I I � �_ � �I . �. �. �i��. . �. : i I : : : . � : : . : � �. . - � : . . �. : . �i : �. i : �. �. : �i : �. . .. . . . . . . ..�.�.I -. -. I -.: -.I::- -.-. :: --. I -. : I... ...;... , :I: -.:�I :. .. .. . ;... . : -. �. �.�. �. �. ', ., �. �. �.�.�� . �. .: . : .�. :: �. �. �. .�.� �. �.. : . , .i. ...i : ..: �. . :.. .�i:. . . � . . i i i .i . . . . . . . � .. � � . -�--- --� -�- � �- -��'-�� I -J--- - -�_ . _�. _ . - - - - - - i _ � �_ Ili --- , . . i -�. i . . I : _ : : I : ��'��i : : : I . . � . . . . i . ii . . . ii . . . . . ii . . . . . .. . _ . . ...i . . I :. i... .. i -.i-. ...i .. . . .. .i.. .. . .. . .. .. .. . . . .. .. . .. ...i... ...i... .. . .. i . i... .i... .... . . .. .. . .. . ..... .. . . . . .. . . .. .. .. . . . . .. .. . . i... .. .. ...i. .. .. i .. . . .. . .... . . .. .. . ..... .. . . . . , .. . . . ..�. : : :j:�.. :::�. .: . .: � . �. j :. '. �.. :I�i�: �i .�. . .. I�i::. . i .. . ..�.i . . .. .. .. . .. . . .. .. � .i... ..�.i .. . . ...i... . . � I � , , , I , , . . . . . . � . - � - . � . . � i � - - - - - - - rt- -- - rt- -- . . .. . .. . . . ...i . . i .. .. . . .. ..�i . . .. . ..i . .. . .i.. ...i . . . . . . . i . �. . �, �. �. �.�.�.I . -. I -. .I::- -.-.:I- -.: --. I - I :- I -. :... ; .: .. . . ;... ; .. . . , . . . .. .. . .. . .. . .. . . . . . .. . . :�i-. .. . . . . . . .. . . . . . .. . . .. .. .. . .. . .. . . . . i. . . . . . . . . . . .. . . . . . ... . . ... . I I . . . . . .. . . . . .. . . , II ' II ' ' _i i I'I II ' I�'- --I� u �I , � I � I �-�-' i-�-'� iH-� i ii I t�h�'r � I� 1-t �rl ir �ir t rlr i�i� li �iri i rit r t i-ii 1i-it �i-�� i � i � � i� r i�i liri i li ii rrii li i r�� ii ��ii ii ii� i iii i i� iil i��i I i iii 1i i i � Ili� ��II i� � i i � i � � i i i i ` , -� _— - T --i— ---- T- -- -- ---- - �� -- , _--� - . I ___I __ , I f �I�I� IIiI 1lil I II I lii I I I� ' I� ��i I III I I-= II', I Ili IIIiI I� iI� �� I � I i �I i I I , I : ; ; j ; � � � � � � � � : � , � i , , li � II� � �I�II I I � II i ��I 'i I I�I I�I � �II� I�il I� i i � � i, � i , I � ; I i , , IIIII III�I� ��II I �II� �I�I I�II��' I �II� I II I� � � _ _ -- -- - — - -- - - -- - - - - . . .. ..�.i-. . .. ..T .. . .. . . . . .. . . . . . . . . . .. .. . . . .. .. .. . . .. .. .. .. .... . .... . . - . — --- � . , , , ., ., . . .. . . . .. . .. .. . . . . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . �. � . . . . . . . . . .. . . �.I�.. . . . . . . . .I��. .. . . . I I . . . . . .. . .. . . . . ...i . . ii. . . . . . .. .. . .. i � . . .. ...i . . �. . . . . . .. ..�.I . . .. . . . �.i . . . . . . .. . .. . . . . . . . . . . . . . . . .. . .. . . . i . i �.�i� . i :�i�. �i�. �.i . . i II I III IIIII I III� I I� II�II �I I I I I � , - � � � II �i I!i I'�II I�I � � i i ' i I: , � �I �� ' I��III I� � � �i� � �i �I � I � I � �' I� ' ' �I I i i i�, i il ii ��ill� I II iii i i .� �. .�. ., il I . ii,, I�I,, li .Ir r ' �' I ' ��I � I' I ,, I ...� . . . �. , . . . .. . . . ..�.. .. . ,..i. � �I li ... i I I I� �r I Inl� .� rr �� T �I . i_ r I ' . I ' � . . . . . . ,. . '� . . . . . . . . . . ... . . . . . . . . . . . . . . -�- -- I i�i�i�i � ..i �� Ili ��il i �� I� I I i�i I .I . 'i. i ..i �:� .I .� ..i. ..i . . .i. . . . . . .�, , - . . . --- -- - - --- --- - - � -- - �--------. . '� '� ' ' I � � I ' _� � : — � --- - -� I , __-- -- -- i�I i �i � ' j j I � ; j ; � � � � � � � i i i i i � � II � � � I �I� � '�I �'� I� � 'i � � � , � , I ill i i lili i��i� i �ii I i il i iiii � ��li � II il illlli I �II lil;l �li I�I i :� .: : : i . . ii J._ _ -_i_. � _ _ . . _ _ . . . -__- - _ _ _ __- _ _ -- - _- . . . .. , .. . .. . .. . .. . . .. . .. . .. . . . .. . . .. . . . .. . .. .. .. . .. . . .. . . .. . .. . . .. . I Il�i Ilil�ll Ili ii il �i I lilii ��li i iil ��lil�l i li i��I il i��I'ii i�I II Ili i i i i I� �i I . . . . . .. . .. ��. . �.I.. .. . .. . . . . . .. .. . . . .. . . .. . . . .. . . .. . .. . . .. . . . . . . . � I I . . . . . .. . . . .. ...i . . I�i. . . . . . . . . . . . ..�.I . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . .. . . . .� �.�I�. . ��. . . . . . .. . .. . .. . . . . .. . .. . . . . . . I I ... . . .. . . . . .. . .. .. .. .. . . .. .. . .. .. .. . .. . . . . .. . . � � . . .. . . . . .. . .. . . . . . .. . . . ii i i lill� i i ii i i ' i i � I i i � � -- - _ � � ' � . . . ! .�. .. . .. . . .. . . . .. .. !. .��.��. ..�.I.. . . . . . I; � � �� . , ��il iii��il i i . . . . . �� . ., �. , . '� . I . I �� i __ i i - i i � i. I �I�i � I I �'i.i I I i �i. � _1 ! �! �I ! --_-_ -_. ._-__ _- � --_ -!-_. _ __.- �i . __.- .-_- -_-.__._._ _ il iiiil il II - ii.�. . .. ... _ . _ . . Ilir . . . . . . .. �. . . . �. �.. . .. �.�. . ^ . .I . .. �.. . �. . . ' . . . . . . . . .. .... N � .. . . . . ..�.I . . .. . . . . . . . . i i . �rj � I . . I . . . � II . �. I . . �II I '.II .i I ' I II I � i "i 'i, "i, 'i, I, ', i 'i, ', 'i, i i, I 'i, : i I,' ' , ', „ I, ',I, , , ' 695 �� '� '� � I �� „ � � � � '�° 0.026 i .. i --- _ _ I 0.007 ; � i �� lillll II, '' '�I�� I Illi �'�I� �,I II�II � �II �-'� 693.27 �� ; �, . � , , 690 � � � � � � � � � --- ----------- ----------------- � __--------- - ---------------- --- �------- I �. ----------------- � � 'I,i 1T � � � , �, ' i � i �, I i ' � i 25,� � 690 �� --------------------------- S.S.688.32 � 15 + 75.00 —L— 75 70 65 60 55 50 45 40 35 30 25 20 75 10 5 0 5 16 + 00.00 � �: .. I.�....I M M �j � 0.005 'O 0.020 I , 693.31 ', 695 •''�Zi� --� 695 �� y:i �� \�� ------ \�---- � S.S.688.85 ------------------------------- 10 15 20 25 30 35 40 45 50 55 60 65 70 75 690 Project Traclzang No.: 14-08-0017 ��_`'�. �w� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �,�'��'r��1 � � {� �� , This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not � �� , �� valid for Historic Architecture and Landscapes. You must consult separately with the �� s� �`�-`' m, � . �J� ;�� »� ��;. Histaric Architecture and Landscapes Group. ��, PROJECT INFORMATION Project No. WBS No: F.A. No: Str.# 120012 17BP.10.R.53 NA Federal Pe�nzit Required? County: Cabarrus Document: PCE Funding.• � State ❑ Federal � Yes ❑ No Permit Type: NWP 3 Project Description: The project calls fo� the Neplacement of Bridge No. 12 on SR 1442 (Windy Road) over Emerson Branch in Cabarrus County. The archaeological Area of Potential Effects (APE) for the project is defined as a 520 foot (158. SO m) long co�ridor running 260 feet (79.25 m) northeast and 260 feet southwest along Windy Road from the ends of Bridge No. 12. The corridor is approximately 90. feet (27.43 m) wide extending 45 feet (13.72 m) on either side of the road from its present center. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: Bridge No. 12 is located west of Kannapolis and east of Cornelius in the northwest corner of Cabarrus County, North Carolina. The project area is plotted in the northwest section of the Kannapolis USGS 7.5' topographic quadrangle (Figure 1). A map review and site file search was conducted at the Office of State Archaeology (OSA) on August 29, 2014. No previously recorded archaeological sites have been identified within the APE, but two sites (31 CA108 and 31CA109) have been recorded within a mile of bridge. According to the North Carolina State Historic Preservation Office online data base (HPOWEB 2014), there are no known historic architectural resources within the APE that may yield intact archaeological deposits. Topographic maps, USDA soil survey maps, aerial photographs (NC One Map), historic maps (North Carolina maps website), and Google Street View application were examined for information on environmental and cultural variables that may have contributed to prehistoric or historic settlement within the project limits and to assess the level of ground disturbance. Bridge No. 12 and Windy Road cross Emerson Branch northeast to southwest. Emerson Branch drains southeast into the Coddle Creek Reservoir. These waterways are part of the Yadkin-Pee Dee drainage basin. The APE resides in a floodplain to the north of the bridge, a drainageway to the southwest, and side slope to the southeast (Figure 2). The floodplain is forested, while the side slope is part of a residential property. The drainageway is covered in secondary growth and contains a utility corridor. Ground disturbance is likely minimal, except along the drainageway which appears to have been channelized to run alongside the road as a ditch and to allow space for utilities. The USDA soil survey map suggests that the APE encompasses two soil types (see Figure 2). The floodplain and drainageway are composed of Chewacla sandy loam (Ch). This somewhat poorly drained soil is nearly level and subject to frequent floods. Due to persistent wetness, this series is unsuited for "No ARCHAEOLOGYSURVF. YREQULRED "form for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreenient. 1 of5 Project Traclzang No.: 14-08-0017 early settlement activities and unlikely to contain significant deposits. The side slope to the southeast is made up of Pacolet sandy loam. Although this series is well drained, slope is at 15 to 35 percent and erosion can be severe if the surface has been exposed. It too is unlikely to yield significant deposits due to steep slope. A review of the site files shows that only a few archaeological investigations have been carried out in the area, but a large scale survey was conducted for the Coddle Creek Reservoir in 1986 by Archaeological Research Consultants. They identified several sites within the reservoir basin with two (31 CA108 and 31 CA109) falling within a mile of the bridge. Both sites are situated along the Coddle Creek floodplain and consist of a low concentration of prehistoric lithic materiaL They were determined ineligible for the National Register of Historic Places (NRHP). Overall, archaeological site density is fairly moderate in the region, but eligible sites on poorly drained soils or strongly sloping soils do not occur. As a result, it is unlikely for a significant site to be within the currently de�ned APE. Lastly, a historic map review was conducted. Early and accurate historic maps of the project viciniry are rare. The 1910 soil map of Cabarrus County is the earliest map to depict the project area with any accuracy (Figure 3). This map shows a road similar to Windy Road with a crossing at or near the current bridge, but no historic structures are present near the APE. Likewise, the circa 1921 U.S. Postal map illustrates no additional features (Figure 4). As a result, it seems that no historic archaeological deposits should be affected by the proposed bridge replacement. 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 defined archaeological APE for the proposed replacement of Bridge No. 12 over Emerson Branch consists of floodplain and side slope. It is unlikely intact and significant archaeological deposits will be encountered within the APE due to persistent wetness within the floodplain and steep slope on the hillside. Also, the floodplain to the southwest is likely disturbed from modification to the drainage. Lastly, the historic maps suggest that no former historic structures and/or features are in the area. As long as impacts to the subsurface occur within the defined APE, no further archaeological work is recommended for the replacement of Bridge No. 12 in Cabarrus Counry. If construction should affect subsurface areas beyond the defined APE, further archaeological consultation might be necessary. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGYSURVEYREQUIRED � C. amon Jones NCDOT ARCHAEOLOGIST II � Photos ❑Correspondence Other: Images from historic maps 9/02/ 14 Date "No ARCHAEOLOGYSURVEYREQUlRED "for�m for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreement. 2 of5 Project Tr•aclzang No.: 14-08-0017 Figure 1. Topographic Setting of the Project Area, Kannapolis (1993), NC, USGS 7.5' Topographic Quadrangle. "No ARCHAEOLOGYSURVEYREQULRED "for�m for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreement. 3 of5 Project Tracking No.: 14-08-0017 Figure 2. Aerial photograph of the APE showing development, landforms, and soils within and near the pro�ect area. "No ARCHAEOLOGYSURVEYREQULRED "for�m for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreement. 4 of 5 Project Trac%ing No.: 14-08-0017 Figure 3. The 1910 Soil Survey Map for Cabarrus County showing the location of the project area. Figure 4. The circa 1921 U.S. Post Office map showing the location of the project area. "No ARCHAEOLOGYSURVEYREQUlRED "form for Minor Transportation Projects as Qualrfied in the 2007 Progranimatic Agreement. 5 of5 �� +�� .� -, � �� 4 - � ,�� .,� , ir �� , �. : Project Tracking No. (Internal Use� � 4-nR-nn» HISTORIC 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: Cabarrus WBS No.: 17BP.10.R.53 Document PCE Type: Fe�l Aid No: N/A Funding: � State ❑ Federal Federal � Yes ❑ No Permit NWP3 Permit(s : Type(s): Proiect Description: Replace Bridge No. 12 on SR 1442 (Windy Road) over Emerson Branch. SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW Description of review activities, results, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on August 25, 2014. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 300' fi•om each end of the bridge and 75' from the centerline each way. Cabarrus County GIS/Tax information shows that none of the properties within the APE are under fifly years of age. In addition, Bridge No. 12 is not eligible for National Register listing. If design plans change, additional review will be required. Whv the rivailrcble information provides n reliable b�sis for re�asonablv nredictinQ th«t there are no unidentire�l si�ni�cant historic «rchitectural or l�nrlscape resources in the proiect �rre�[: HPO quad maps and GIS information recording NR, SL, LD, DE, and SS prope►�ties for the Cabarrus County survey, Cabarrus County GIS/Tax Information, and Google Maps are considered valid for the purposes of determining the likelihood of historic resources being present. There are no National Register listed or eligible properties within the APE and no survey is required. SUPPORT DOCUMENTATION Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Histpric,Architecture and Landscapes -- NO SURVEY REQUIRED NCDOT Architectural Historian Date His[oric Architechu•e m�d l.andscapes NO SURVGY RGQU/RED form for Mina• 'l'ransportalra� Nrojecis ns Qunlifred rn the 2007 Progrnuuna�ic Agreemenl. Page 1 of 2 ,,, , � t -� �� ""o �h �� v�r/� ��kt� Eamha,�d�.., . /�o;+::;�....LAife - \ �_. 1V�srni &anch---PP9r .iY_ — - 2a P,er7enl �� y� i G Fmr�a .eke �y��g� ��a (O'Idcrovk Rd M��C�SViUe Rd i� � cc�r�p� (? ) U < <,,'�a �M�O �'s''�� 9d � P� 4� 'cc Boones I�arm & Slables �.•, �O` e � �6 r �c o m � ,e �3� Mooresvillc Rd �� Y . Slables • �� 16W 5. � p�:jinUt�ft� � n I�I �� o � ,� � �; .� � ,::;; t, �.. :��f � �� Project Location. f i i !/ i � %. ��'+,� % I�A � 4 �,a o�' ��mo° I ` _/ Sou�hlend . ilCleaning �� i 609 � o�es��Ue Rd s t} � � --Y � rt � �i��o cis. Historic Architecti�re and /,nndscapes NO SURVCY RLQUIRIiD form jor Minor Trnnspw7aliai Projects as Q¢nlifred in the 2007 Progrannnatic Agreemen(. Page 2 of 2 APPROVED JURISDICTiONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructiona] Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): B. DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: State: NC County/parish/borough: Cabarrus City: Kannapolis Center coordinates of site (lat/long in degree decimal format): Lat. 35.479° Pick List, Long. -80.729° Pick List. Universal Transverse Mercator: Name of nearest waterbody: Emerson Branch Name of nearest Traditional Navigable Water (TNW) lnto which the aquatic resource flows: Coddle Creek Reservoir Name of watershed or Hydrologic Unit Code (HUC): 03040105, Rocky, Nor[h Carolina � Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. ❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a different JD form. D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): � Office (Desk) DeterminaYion. Date: 12/12/2013 � Field Determination. Date(s): 12/12/2013 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION l0 DETERMINATION OF JURiSDICTION. There Appear to be no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] ❑ Waters subject to the ebb and flow of the tide. ❑ Wateis are presently used, or have been used in the past, or may be suscepYible for use to transport interstate or fareign commerce. Explain: . B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): ' ❑ TNWs, including territorial seas ❑ Wetlands adjacent to TNWs � Relatively pennanent waters� (RPWs) that flow directly or indirectly into TNWs ❑ Non-RPWs that flow directly or indirectly into TNWs ❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs ❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs ❑ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs ❑ [mpoundments of jurisdictional waters ❑ Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters: approximately 400 linear feet: variable 3 to 10 width (ft) and/or acres. Wetlands: 0 acres. c. Limits (boundaries) of jurisdiction based on: Established by OHWM. Elevation of established OHWM (ifknown): . 2. Non-regulated waters/wetlands (check if applicable):3 ❑ Potentially jurisdictional waters and/ar wetlands were assessed within the review area and determined to be not jurisdictional. Explain: . ' Boxes checked below shall be supported by completing the appropriate sections in Section III below. � For purposcs of this form, an RPW is defined as a tnbutary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally" (e.g., typically 3 months). ' Supporting documentation is presented in Section III.F. SECTION III: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IiI.A1 and 2 and Section III.D.1.; otherwise, see Section III.B below. 1. TNW Identify TNW: Summarize rationale supporting determination: 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacenY': B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i.e. tribuYaries that typically flow year-round or have continuous flow aY least seasonally (e.g., typically 3 monYhs). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial tlow, skip to Section IILD.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waYerbody4 is not an RPW, or a wetland direcYly abutting an RPW, a JD will require addiYional data Yo determine if the waterbody has a signi6cant nexus with a TNW. If the tributary has adjacent wetlands, the signi6cant nexus evaluation must consider the tributary in combination with all of its adjacenY wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section IILB.1 for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section III.0 below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: Pick List Drainage area: Pick List Average annual rainfalL• inches Average annual snowfall: inches (ii) Physical Characteristics: (a) Relationship with TNW: ❑ Tributary flows directly into TNW. ❑ Tributary flows through Pick List tributaries before entering TNW. Project waters are Pick List river miles from TNW. Project waters are Pick List river miles from RPW. Project waters are Pick List aerial (straight) miles from TNW. Project waters are Pick List aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: Identify flow route to TNWS: Tributary stream order, if known: 4 Note that the instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid West. 5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. (b) General Tributarv Characteristics (check all that applvl: Tributary is: ❑ Natural ❑ Artificial (�nan-made). Explain: ❑ Manipulated (man-altered). Explain: Tributary properties with respect to top of bank (estimate): Average width: feet Average depth: feet Average side slopes: Pick List. Primary tributary substrate composition (check all that apply): ❑ Silts ❑ Sands ❑ Concrete ❑ Cobbles ❑ Gravel ❑ Muck ❑ Bedrock ❑ Vegetation. Type/% cover: ❑ Other. Explain: . Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Presence of run/riffle/pool complexes. Explain: . Tributary geometry: Pick List Tributary gradient (approximate average slope): % (c) FLow: Tributary provides far: Pick List Estimate average number of flow events in review area/year: Pick List Describe flow regime: . Other information on duration and volume: . Surface flow is: Pick List. Characteristics: Subsurface flow: Pick List. Explain findings: ❑ Dye (or other) test performed: . Tributary has (check all that apply): ❑ Bed and banks ❑ OHWM6 (check all indicators that apply): ❑ clear, natural line impressed on the bank ❑ ❑ changes in the character of soil ❑ ❑ shelving ❑ ❑ vegetation matted down, bent, or absent ❑ ❑ leaf litter disturbed or washed away ❑ ❑ sediinent deposition ❑ ❑ water staining ❑ ❑ other (list): ❑ Discontinuous OHWM.� Explain: . the presence of litter and debris desriuction of terrestrial vegetation the presence of wrack line sediment sorting scour multiple observed or predicted flow events abrupt change in plant community If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all thaY apply): ❑ High Tide Line indicaYed by: ❑ Mean High Water Mark indicated by: ❑ oil or scum line along share objects ❑ survey to available datum; ❑ fine shell ar debris deposits (foreshare) ❑ physical markings; ❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types. ❑ tidal gauges ❑ other (list): (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolared, oily film; water qualiYy; general watershed characteristics, etc.). Explain: . identify specific pollutants, if known: . �A natural or man-made discontinuity in the OHWM does not necessarily severjurisdiction (e.g., where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelaYed to the waterbody's flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow abovc and below the break. 'Ibid. (iv) Biological Characteristics. Channel supports (check all that apply): ❑ Riparian corridor. Characteristics (type, average width): . ❑ Wetland fringe. Characteristics: . ❑ Habitat for: ❑ Federally Listed species. Explain findings: . ❑ Fish/spawn areas. Explain findings: . ❑ Other environmentally-sensitive species. Explain findings: ❑ Aquatic/wildlife diversity. Explain findings: . 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) Genera] Wetland Characteristics: Properties: Wetland size: acres Wetland type. Explain: . Wetland quality. Explain: . Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-TNW: Flow is: Pick List. Explain: . Surface flow is: Pick List Characteristics: Subsurface flow: Pick List. Explain findings: ❑ Dye (or other) tesC performed: . (c) Wetland Adjacencv Determination with Non-TNW: ❑ Directly abutting ❑ Not directly abutting ❑ Discrete wetland hydrologic connection. Explain: ❑ Ecological connection. Explain: . ❑ Separated by berm/barrier. Explain: . (d) Proximity�Relationship) to TNW Project wetlands are Pick List river miles from TNW. Project waters are Pick List aerial (straight) miles from TNW. Flow is from: Pick List. Estimate approximate location of wetland as within the Pick List floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: . Identify specific pollutants, if known: . (iii) Biological Characteristics. Wetland supports (check all that apply): ❑ Riparian buffer. Characteristics (type, average width): . ❑ Vegetation rype/percent cover. Explain: . ❑ Habitat for: ❑ Federally Listed species. Explain findings: . ❑ Fish/spawn areas. Explain findings: . ❑ Other environmentally-sensitive species. Explain findings: ❑ Aquatic/wildlife diversity. Explain findings: . 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis: Pick List Approximately ( ) acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (YlNI Size (in acres) Directly abuts? (Y/N� Size (in acresl Summarize overall biological, chemical and physical functions bein� performed: . C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary Yo determine if they significantly affecY the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW? • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle suppart functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW? • Does the tributary, in combination with its adjacent wetlands (if any), have the capaciry to transfer nutrients and arganic carbon that support downstream foodwebs? • Does the tributary, in combination with its adjacent wetlands (if any), have other relarionships to the physical, chemical, ar biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D: . 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs. Explain findings of presence ar absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: . 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: . D. DETERMINATIONS OF JURISDICTiONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: ❑ TNWs: linear feet width (ft), Or, acres. ❑ Wetlands adjacent to TNWs: acres. 2. RPWs that flow directly or indirectly into TNWs. � Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perenniaL• NCDWR's Methodology for ldentification of Intermittent and Perennial Stream and Their Origins (Version 411) was used to assess Emerson Branch and its unnamed tributary. An evaluation of the existing geomorphology, hydrology, and biological characteristics determined both of these streams to exhibit perennial flow. . ❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary f7ows seasonally: . Provide estimates for jurisdictional waters in the review area (check all that apply): ❑ Tributary waters: linear feet width (ft). ❑ Other non-wetland waters: acres. Identify rype(s) of waters: . 3. Non-RPWsB that flow directly or indirectly into TNWs. ❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional waters within the review area (check all that apply): ❑ Tributary waters: linear feet width (ft). ❑ Other non-weYland waters: acres. Identify type(s) of waters: . 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. ❑ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. ❑ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: . ❑ Wetlands directly abutting an RPW where h-ibutaries rypically flow "seasonally." Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: . Provide acreage estimates for jurisdictional wetlands in the review area: acres. 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. ❑ Wetlands that do not directly abut an RPW, but when considered in combination with the tributaiy to which they are adjacent and with similarly sihiated adjacent wetlands, have a significant nexus with a 1'NW are jurisidictional. Data supporting this conclusion is provided at Section IILC. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs. ❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a T`NW are jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. 7. Impoundments of jurisdictional waters 9 As a genera] rule, the impoundment of a jurisdictional tribuYary remains jurisdictional. ❑ Demonstrate that impoundment was created from "waters of the U.S.," or ❑ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or ❑ Demonstrate that water is isolated with a nexus to commerce (see E below). E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):10 ❑ which are or could be used by interstate or foreign travelers for recreational ar other purposes. ❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. ❑ which are ar could be used far industrial purposes by industries in interstate commerce. ❑ Interstate isolated waters. Explain: . ❑ Other factors. Explain: . xSee Footnote # 3. 9 To complete tl�e analysis refer to the key in Section TIT.D.6 of the Tnstructional Guidebook. 10 Prior to asserting or declining CWA jurisdiction based solely on Yhis category, Corps Districts will elevate the acYion Yo Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurzsdiction Following Rapanos. Identify water body and summarize rationale supporting determination: Provide estimates for jurisdictional waters in the review area (check all that apply): ❑ Tributary waters: linear feet width (ft). ❑ Other non-wetland waters: acres. Identify type(s) of waters: . ❑ Weflands: acres. F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): ❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/ar appropriate Regional Supplements. ❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. ❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solelv on the "Migratory Bird Rule" (MBR). ❑ Waters do not meet Yhe "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: . ❑ Other: (explain, if not covered above): . Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potenrial basis of jurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): ❑ Non-wetland waters (i.e., rivers, streams): linear feet width (ft). ❑ Lakes/ponds: acres. ❑ Other non-wetland waters: acres. List type of aquatic resource: . ❑ Wetlands: acres. Provide acreage estimates for non-jurisdicrional waters in the review area that do not meet the "Significant Nexus" standard, where such a finding is required far jurisdiction (check all that appLy): ❑ Non-wetland waters (i.e., rivers, streams): linear feet, width (ft). ❑ Lakes/ponds: acres. ❑ Other non-wetland waters: acres. List type of aquatic resource: . ❑ Wetlands: acres. SECTION iV: DATA SOURCES. A. SUPPORTINC DATA. Data reviewed for JD (check all that apply - checked items shall 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 applicant/consultant: . ❑ 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: Kannapolis 24K Quadrangle. ❑ USDA NaYural Resources ConservaYion Service Soil Survey. CitaYion: . ❑ National wetlands inventory map(s). Cite name: . ❑ State/Local wetland inventory map(s): . ❑ FEMA/FIRM maps: . ❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) � Photographs: � Aerial (Name & Date):Bing Aerials. or � Other (Name & Date): Field Photographs 12/12/2013 and 10/17/2014. ❑ Previous determination(s). File no. and date of response letter: . ❑ Applicable/supporting case law: . ❑ Applicable/supporting scientific literature: . ❑ Other information (please specify): . B. ADDTTIONAL COMMENTS TO SUPPORT JD: