HomeMy WebLinkAbout20151074 Ver 1_Application_20151102PAT L. MCCRORY
GOVERNOR
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STATE OF NORTH CAROLINA
DEPARTN�NT OF TRANSPORTATION
October 13, 2015
U. S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. John Thomas
NCDOT Division 9 Project Coordinator
NICHOLAS J. TENNYSON
SECRETARY
Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certification for improvements to SR 1221 (Old Beatty Ford Road) from SR 1337 (Lentz
Road) to SR 2335 (Lower Stone Church Road), Rowan County, North Carolina, Federal Aid
Project No. STP-1221(15), TIP No. W-5313.
Debit $240.00 from WBS Element No. 46136.1.1
Please find enclosed the Pre-Construction Notification (PCN) form, Jurisdictional Determination (JD), North
Carolina Division of Mitigation Services (NCDMS) Acceptance Letter, stormwater management plan, permit
drawings, and roadway design plans for the above referenced project. A Categorical Exclusion (CE) was
completed for this project on May 15, 2014.
The proposed let date for the project is August 16, 2016 with a review date of June 28, 2016. However, the
let date may advance as additional funds become available.
A copy of this permit application and its distribution list will be posted on the NCDOT website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx. A copy of the Categorical Exclusion
(CE) is also available at the above website address. Thank you for your time and assistance with this project.
Please contact Deanna Riffey at either driffey cr,ncdot.�ov or (919) 707-6151 if you have any questions or
need additional information.
Sincerely,
__
�.?•, �- Richard W. Hancock, P.E. Manager
��� Project Development and Environmental Analysis Unit
Cc: NCDOT Permit Application Standard Distribution List
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6100
PROJECT DGVELOPMENT AND ENVIRONMEi 1TAL ANALYSIS
NATURAL ENVIRONMENT SECTION FAX: 919-212-5785
I $9$ MAIL SERVICE CENTER
RALEIGHNC 27699-1�98 �VERS/7'E: li'{i'{I:NCDOT.ORG
PHYSICAL ADDRESS:
Century Center- Building B
1020 Birch Ridge Dr
Raleigh, NC 27610.4328
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? � Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Improvements to SR 1221 (Old Beatty Ford Road) from SR 1337 (Lentz Road) to SR
2335 (Lower Stone Church Road)
2b. County: Rowan
2c. Nearest municipality / town: China Grove
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state W_5313
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6151
3g. Fax no.: (919) 212-5785
3h. Email address: driffey@ncdot.gov
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.52007 Longitude: - 80.487687
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 24 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Dutch Buffalo Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WSII HQW
2c. River basin: Yadkin-Pee Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Land use within the vicinity is primarily of agriculture, interspersed with residential development along roadways and
forested areas.
3b. List the total estimated acreage of all existing wetlands on the property:
0.015 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1779 linear feet
3d. Explain the purpose of the proposed project:
To improve vehicular safety and traffic operation along Old Beatty Ford Road (SR 1221) by widening the exsiting facility,
constructing paved and earthen shoulder, drainage ditches, and purchasing right of way along roadway for highway
maintenace and operations.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves improving Old Beatty Ford Road (SR1221) from Lentz Road (SR 1337) to Lower Stone Church Road
(SR 1001). The proposed project is approximately 7.3 miles long. Standard road building equipment, such as trucks,
dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown
Comments: SAW-2012-00693
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary � Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT
Name (if known): Deanna Riffey Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
April 21, 2012
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact
number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact
Permanent (P) or (if known) (acres)
Tem orar T
Site 1❑ P❑ T Choose One ❑ Yes ❑ Corps 0.00
❑ No ❑ DWQ
Site 2❑ P � T Choose One ❑ Yes ❑ Corps 0.00
❑ No ❑ DWQ
Fill &
Site 3� P❑ T Mechanized Headwater Wetland � YNo � pWQ <0.01
Clearing
Site 4❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 5❑ P❑ T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 6❑ P � T Choose One ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
<0.01 Permanent
0 Temporary
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact
number - (PER) or jurisdiction stream length
Permanent (P) or intermittent (Corps - 404, 10 width (linear feet)
Temporary (T) (INT)? DWQ — non-404, (feet)
other)
Site 1� P 0 T Fill UT Dutch Buffalo-SB � PER � Corps 3 13
❑ INT ❑ DWQ
Site 1❑ P� T Fill UT Dutch Buffalo-SB � PER � Corps 3 19
❑ INT ❑ DWQ
Site 1� P❑ T Bank UT Dutch Buffalo-SB � PER � Corps 3 18
Stabilization ❑ INT ❑ DWQ
Site 2� P � T Fill UT Dutch Buffalo - SD � PER � Corps 7 6
❑ INT ❑ DWQ
Site 2❑ P� T Fill UT Dutch Buffalo-SD � PER � Corps 7 19
❑ INT ❑ DWQ
Site 2� P � T Bank UT Dutch Buffalo-SD � PER � Corps � 36
Stabilization ❑ INT ❑ DWQ
Site 3� P 0 T Fill UT Dutch Buffalo- SE �RER � Corps 6 15
❑�N TINT ❑ DWQ
Site 3❑ P� T � PER � Corps
Fill UT Dutch Buffalo-SE 6 15
❑ INT ❑ DWQ
Site 3� P � T Bank � PER � Corps
Stabilization UT Dutch Buffalo-SE 6 22
❑ INT ❑ DWQ
Site 4� P❑ T ❑ PER � Corps
Fill UT Dutch Buffalo-SC 3 11
� INT ❑ DWQ
Site 4❑ P� T ❑ PER � Corps
Fill UT Dutch Buffalo-SC 3 20
� INT ❑ DWQ
Site 4� P❑ T Bank ❑ PER � Corps
Stabilization UT Dutch Buffalo-SC � INT ❑ DWQ 3 21
Site 5� P � T ❑ PER � Corps
Fill UT Dutch Buffalo-SF 3 5
� INT ❑ DWQ
Site 5❑ P� T ❑ PER � Corps
Fill UT Dutch Buffalo-SF 3 20
� INT ❑ DWQ
Site 5� P❑ T Bank ❑ PER � Corps
Stabilization UT Dutch Buffalo-SF � INT ❑ DWQ 3 18
Site 6� P � T Fill UT Second Creek-SI � PER � Corps 15 13
❑ INT ❑ DWQ
Site 6❑ P� T � PER � Corps
Fill UT Second Creek-SI 15 21
❑ INT ❑ DWQ
Site 6� P❑ T Bank � PER � Corps
Stabilization UT Second Creek-SI � INT � p�/�/Q 15 44
Site 7� P � T � PER � Corps
Fill UT Second Creek-SJ 12 9
❑ INT ❑ DWQ
Site 7❑ P� T � PER � Corps
Fill UT Second Creek-SJ 12 22
❑ INT ❑ DWQ
Site 7� P � T Bank � PER � Corps
Stabilization UT Second Creek-SJ 12 80
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 311 ft Perm
136 ft Temp
3i. Comments: USACE mitigation ratio for SC & SF is 1:1.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number— waterbody Type of impact Waterbody Area of impact (acres)
Permanent (P) or (if applicable) type
Tem orar T
01 ❑P❑T
02 ❑P❑T
03 ❑POT
04 ❑P❑T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Tem orar T re uired?
B1 ❑POT ❑Yes
❑ No
B2 ❑P�T ❑Yes
❑ No
B3 ❑P�T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts for this project are less than 40 linear feet for the road crossings and are exempt.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Where possible shifting the alignment was incorporated to avoid water resources, crossing streams perpendicularly, or
crossing the narrowest areas of wetland systems. The project involves widening an existing road. Other than no build the
minimal effects to one wetland on this project is unavoidable.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the
Protection of Surface Waters will be employed.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
If no, ex lain:
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 72 feet (56 @2:1 & 16 @ 1:1)
4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If not, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No n/a
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) � Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes
additional development, which could impact nearby downstream water quality? � No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from the improvements, this project will neither influence nearby land
uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS county list and NCNHP database along with field surveys.
Surveys last conducted for Schweinitz's sunflower was October 2015. Habitat is present, but no Schweinitz's found.
Biological conclusion is No Effect.
The USFWS listed the Northern long-eared bat (Myotis septentrionalis; NLEB) as a Threatened species on April 2, 2015.
Construction activities for this project will not take place until Endangered Species Act compliance is satisfied for the
NLEB.
NCDOT has requested Section 7 concurrence as of October 1��2015 from the U.S. Fish and Wildlife Service (USFWS).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
�{` Richard W. Hancock, P.E. -�►��7�,..��- � ° �
.�--�._ � � 1 �� r �
ApplicanUAgenYs Printed Name Date
ApplicanUAgenYs Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
11
Action Id. 201200693
Property Owner/Agent
Addcess:
Telephone No
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Rowan
��\.1�����
u.s.G.s. c�uad: MQ� 2 201G
NOTIFICATION OF JURISDICTIONAL DETERMINATION � D�y�g��►� (�r ���r_�;���,y�
' ���A�(�F�1C� � � �� ��f,,r¢�
Dr. Greg Thorpe / Deanna RiffeV �
NC DOT
1598 Mail Service Center
Raleigh, NC 27699-1598
919 707-6148
Property description:
Size (acres) Nearest Town Landis
Nearest Waterway Dutch Buffalo Creelc River Basin Catawba
USGS HUC 03050101 Coordinates N W
Location description SR 1221/ Old Bettv Ford Road from SR 1337 (Lentz Road) to SR 2335 (Lower Stone Church
Raad) ir. Ro�•ran �o�►i�ty �diacent to I?atch Bu9'�alo �reek, i.andis, North Carolina. i IP W-5313
Indicate Which of the Followin� Apply:
A. Preliminary Determination
_ Based on prelimina�y information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatoiy Program Administrative Appeal Process ( Reference 33 CFR Pa�rt 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirernents of
Section ] 0 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a cliange in the law or
our published regulations, this determination may be relied upon for a peciod not to exceed five years from the date of this
uotification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or ow� published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on yow� properiy delineated. Due to the size of your property and/oc ow�
present workload, the Corps may not be able to acco�nplish this wetland delineatio►� in a timely mannei•. For a more tiinely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on yow� pcoject area have been delineated and the delineation has been
verified by the Corps. We sh�oi�gly su�gest you have this delineation surveyed. Upon completion, this s�irvey should be
reviewed and veritied by the Corps. Once verified, this survey will provide an accw�ate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five yeais.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by tlle Corps
Regulatory Official identified below on . Unless there is a change in the law or o�ir published regulations, tliis
determination may be relied upon for a period not to exceed five years fi�om the date of this notification.
_ There are no wateis of the U.S., to include wetlands, present on the above described property which are subject to tlie
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upou for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You sho�ild contact the Divisiou of Coastal Manage�nent in Washington, NC, at (252) 946-6481 to determine
their requirements.
Page 1 of 2
Action ID:
Placement of dredged or fill matecial within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
detennination and/or the Corps regulatory program, please contact John Thomas at 919 554-4884 ext. 25.
C. Basis For Determination
There are stream channels within vour nroiect site which are tributaries of Dutch Buffalo Creek which flows into the
Catawba River and the Atlantic Ocean.
D. Remarks
E. Appeals Inform�ti0n (This information applies only to a�proved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination foc the above described site. If you object to tliis
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Pcocess (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you inust submit a co�npleted RFA fori�� to the following address:
District Engineer, Wilmington Regulatoiy Division
Attn:Jean Gibby, Project Manager,
Raleigh Regulatocy Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it h�been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, rt must be received at the above address by June 30, 2012.
**It is not necessary to submit an RFA
correspondence.** ,
Corps Regulatory Official:
Date 04/30/2012
to the District O�'fce�you do not object to the determination in this
i
� f
Expiration Date 04 0/2017
The Wiln�ington District is committed to providing the highest level of support to the public. To l�elp us ensw�e we continue to
do so, please complete the Customer Satisfaction Su.•vey located at our website at ht[�::; re;�u.l�tor� _u__<<�cesun=zti�. _cc�m! to
complete the survey online. �
Copy furnished:
Page 2 of 2
���
���
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Division of Mitigation Services Donald R. van der Vaart
Governor Secretary
September 3, 2015
Mr. Richard W. Hancock, P.E.
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Hancock:
Subject: Mitigation Acceptance Letter:
W-5313, SR 1221 (Old Beaty Ford Road) Improvements from SR 2335 (Lower Stone Church
Road) to SR 1337 (Lentz Road), Rowan County
Reference: USACE Action ID 2012-00693
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on August 27,
2015, the impacts are located in CU 03040105 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region,
and are as follows:
Yadkin Stream Wetlands Buffer (Sq. Ft.)
03040105 Non- Coastal
cp Cold Cool Warm Riparian Zone 1 Zone 2
Riparian Marsh
Impacts (feet/acres) 0 0 72.0 0 0 0 0 0
fi�ome ot tne stream impacts may be proposed to be mingated at a 1:1 mit�gation ratio. See permit application for
details.
This impact and associated mitigation need were under projected by the NCDOT in the 2015 impact data.
DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated
with this project as deternuned by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the
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
DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
,.� � ;
i
�.�.=� �y
Jat�ies $. Stanfill
Asset Management Supervisor
cc: Mr. John Thomas, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: W-5313
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: 919-707-89761 Internet: http:/lportal.ncdenr.org/web/eep
An Equal Opporiunity 1 Affirtna6ve Action Employer — Made in parl by recycled paper
k li�;l l�� E14' North Carolina Department of Transportation
�i L [?1'111tYcl��f , �
Highway Stormwater Program �.
STORMWATER MANAGEMENT PLAN - --
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 46136.1.1 TIP No.: W-5313 County(ies): Rowan Page 1 of 4
General Project Information
WBS Element: 46136.1.1 TIP Number: W-5313 Project Type: Roadway Widening Date: 6/23/2015
NCDOT Contact: Linda Johns Contractor I Designer: NCDOT Hydraulics Unit
Address: NCDOT H draulics Unit Address: 1590 Mail Service Center
1590 Mail Service Center Raleigh, NC 27699-1590
Ralei h, NC 27699-1590
Phone: 919-707-6728 Phone: 919-707-6728
Email: Im'ohns ncdot. ov Email: Im'ohns ncdot. ov
Cit ITown: southeast of China Grove, Southwest of Rockwell Count ies): Rowan
River Basin s: Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Len th lin. miles or feet : 7.33 miles Surroundin Land Use: agriculture, forests, rural residential
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 23.6 ac. 20.2 ac.
Typical Cross Section Description: Proposed project includes upgrading to standardized 11 ft wide travel lanes, construct 2 SR 1221 (Old Beatty Ford Rd) is a two-lane, two-way facility , with varying widths of 9
ft wide paved shoulders and 2 ft wide earthen shoulders and construct drainage ditches. to 11 feet, no paved shoulders, little to no existing earthen shoulders and no
sidewalks.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 5,800 Year: 2035 Existin : 4333 Year: 2015
General Project Narrative: The purpose of the proposed project is to improve vehicular safety and traffic operations along SR 1221 (Old Beatty Ford Rd) from SR 1337 (Lentz Rd) to SR 2335 (Lower
(Description of Minimization of Water Stone Church Rd). W-5313 was identified as a Hazard Elimination project by NCDOT Triad Regional Traffic Safety engineers, in conjuction with the NCDOT Highway Division 9
Quality Impacts) engineering staff. The Build Alternative proposes standardizing the existing 9 ft to 11 ft lane widths to 11 ft each, constructing 2 ft paved shoulders and 2 ft earthen shoulders,
construct drainage ditches and purchase right-of-way along this section of SR 1221 (Old Beatty Ford Rd) for highway maintenance and operations. Turn lanes will be designed
at project intersections as warranted, however no renovation of Bridge 126, across Dutch Buffalo Creek, is proposed in W-5313. The length of the proposed hazard elimination
improvements along SR 1221 (Old Beatty Ford Rd) is 7.33 miles.
Minimization of total build area was reduced after project was presented to local citizens during a Citizens Informational Workshop (CIW), held in Bostian School, on April 12,
2011. NCDOT initially proposed 12 ft wide travel lanes and 4 ft wide paved shoulders. After reviewing the CIW comments and concerns, the proposed design alternative cross
section was decreased in width to minimize environmental impacts to both the natural and human environments.
Best Management Practices include utilization of an open shoulder typical section, minimization of increased impervious area for the proposed roadway width and paved
shoulder, as well as providing part of the shoulder as earthen shoulder, including gentle fill slopes and, when feasible, toe protection and bank stabilization.
Stormwater Controls used on this project include grass swales and allowance of overland flow, where appropriate.
Note: Although the existing bridge at Dutch Buffalo Creek will not be replaced with this project, some roadway runoff will drain to it. Dutch Buffalo Creek is noted as Surface
Water Body (1), below.
Waterbody Information
Surface Water Body (1): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II)
Supplemental Classification: High Quality Waters (HQW)
Other Stream Classification:
Impairments: None
ThreatenedlEndangered Species? No Comments:
NRTR Stream ID: SB Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
E il�;tl\�'%lti' North Carolina Department of Transportation
!�C[JCI,17iL'�IEC f I
, Highway Stormwater Program �7
STORMWATER MANAGEMENT PLAN --
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 46136.1.1 TIP No.: W-5313 County(ies): Rowan Page 2 of 4
Additional Waterbod Information
Surface Water Body (2): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11- 1
NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I II WS-II
Supplemental Classification: Hi h Qualit Waters HQW
Other Stream Classification:
Impairments: None
Threatened/Endangered Species? No Comments:
NRTR Stream ID: SD Buffer Rules in Effect: N/A
Project Includes Brid e Spannin Water Bod ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surtace Water Bod 3): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11-(1
NCDWR Surtace Water Classification for Water Body Primar Classification: Water Su I II WS-II
Supplemental Classification: Hi h Quality Waters (HQW
Other Stream Classification:
Impairments: None
Threatened/Endan ered Species? No Comments:
NRTR Stream ID: SE Buffer Rules in Effect: N/A
Project Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (4): UT to Dutch Buffalo Creek NCDWR Stream Index No.: 13-17-11- 1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II WS-II
Supplemental Classification: Hi h Qualit Waters HQW
Other Stream Classification:
Impairments: None
Threatened/Endan ered Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Inciudes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body 5): UT to Second Creek NCDWR Stream Index No.: 12-117-2
NCDWR Surface Water Classification for Water Body Primar Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments: None
Threatened/Endan ered Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Pro'ect Inciudes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
f lif;l7�� ti�' North Carolina Department of Transportation
�COC41�1�1?icl�f f �I
, __ Highway Stormwater Progrem �.'
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 46136.1.1 TIP No.: W-5313 County(ies): Rowan Page 3 of 4
Additional Waterbod Information
Surtace Water Bod 6: UT to Second Creek NCDWR Stream Index No.: 12-117-2
NCDWR Surtace Water Classification for Water Body Primar Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments: None
Threatened/Endan ered Species? No Comments:
NRTR Stream ID: SI Buffer Rules in Effect: N/A
Project Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (7): UT to Second Creek NCDWR Stream Index No.: 12-117-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments: None
Threatened/Endan ered Species? No Comments:
NRTR Stream ID: SJ Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
1 Im'�;h�v�]�' North Carolina Department of Transportation
SIClYII]�bc11PF Highway Stormwater Program I�^'
STORMWATER MANAGEMENT PLAN -
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 46136.1.1 TIP No.: W-5313 County ies : Rowan Page 4 of 4
Swales
Stations (Road Projects) Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet or Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Coordinates Non-Road Bod it H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules?
12 -L- 127+00 LT (2)UT to 0.0 4.0 2.0 0.4 39 75 1.70°/ 1.0 1.9 1.1 1.9 No No
-L- 127+75 LT Dutch Buffalo
�� -L- 190+50 LT (4)UT to 3.0 4.0 2.0 0.4 39 65 1.50°/ 2.6 1.9 3.3 2.0 No No
-L- 191+�5 LT Dutch Buffalo
�$ -L- 207+69 LT (5)UT to 0.0 4.0 2.0 0.4 38 81 0.5 - 2.0% 7.5 2.0 9.6 2.1 No No
-L- 208+50 LT Dutch Buffalo
�$ -L- 210+00 LT (5)UT to 0.0 4.0 2.0 0.5 46 80 1.0 - 4.0% 3.9 1.9 5.0 2.1 No No
-L- 209+20 LT Dutch Buffalo
Additional Comments
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See Sheet 1 A For Index of Sheets
See Sheet 1 B For Conventional Symbols
BEGI1� TIP PROJECT W-5313
L— STA. l0 + 25.00
-L- PC STA. I2 + 95.91 LB =
-I.REV- PC STA.12 + 9591 1
'N7T. RD
SR-133] .
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1�9
c�,
-LREV- PT STA. 24 +20.07 LB =
-L- PT STA.24+20.07 LA
\Y2- STA.10 + 75.00
EXISTING B1
_YZ_ -L- STA.I19
KETNER
FARM RD.
SR-[34]
FANA1 ESTATES llX.
OLD CONCORD
4 RD.
SR-/002 LOG BARN
5 6 FARM XD.
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OLD BEqTTY
• 1 IL �` ;,�,I 6 .` 8 P'ORD RD.
� � 'q � y. n � SR-L221
� �naorsnow aan. � ��9• n �o
\ MOOS5 RD.� � �f �
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WAUSWOIYI'H RD. -
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ROWA11t COU1�lTY
PERMIT DRAWING
SHEET 1 OF 29
LOCATI0IV: SR 1221 (OLD BEATTY FORD ROAD)
FROM SR 1337 (LEIVTZ ROAD) TO
SR 2335 (LOWER ST01VE CHURCH ROAD)
TYPE OF WORK WIDEIVIIVG, RESURFACIIIIG, DRAI11lAGE, SIGIVING
A111D CULVERTS
SITE 2
-Y3- STA.10+
_y;_
YXAN/Ef.
CHURCN RD.
SR-2569 —
END CONSTR UCTION S I T E 6
TIP PROJECT W-5313
—L— STA.295+35.81 oR�A.v
CHL'RCH RD. R[INNING
3EGIN LET PROJECT SR_,00b� �EDAa
TIP W-5146 � �
b , r�.���'r'
a z �� � ,�.y, o
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3 � ?
-1'S- DAKOTA LN
SHUPING �' � � � � �
MILL RD. � �
SR-2559 � ry, _ t N� �y r.
STwTE . 2 PROIECI' REPERENCE NO.
���� W-5313
OROI. NO. .w. PROI. NO.
46736.1.1 STP-122115
46136.1.FD1 STP-122115
46136.1.FDU1 STP-1221(15
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EsCR�OTiON
P.E.
R�W
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BEGIN CONSTRUCTION LowEassron�e
_�_ -Y8- STA. ll t2S.00 � °"sRi","°
OLD BEATTY
FORD RD. 31 3 34
SR-l22] � ��_
3 � , . �i� .�$ � i.l,. � : ,� �1
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W �., r� _ �5�
o Us
END CONSTRUCTION �
-Y7- STA. 11 +40.00 _Y�_
LO F.R STONF.
(JRGH RD.
SR-2335
\ '� �,� CA TER LOOP / J � T E �
\ \ � SR-2565
I T E 5 �R�A.� �""R�" BEGI11 i CONSTR UCTI011I
BEGIN CONSTR UCTION -- � • sx�iooe
-YS- STA. Il + 90.00 a, � TIP PROJECT W-5313
—L— STA. 318 + 35.84
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BIA7WIGK RD. `e
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LD BEATTY �� � .
ORD RD.
R-IR] / � �+
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MEAZER RD. SR-2S69
n � � �OLD BEATTI' AOY KLINE RO.
FORD RD. SR-2570 GNAPMAN
srs-izz� FARM no. END CONSTRUCTIOA
_ � OLD CONGORD
�, xo. esv an.— -Y4- STA.I3+75.00
� � SR-I002
� O pUfp/ BUffHO d+E'EK
END CONSTRUCTION S I T E 1
N -YI- STA.14+20.00
V EXISTING BRIDGE
-L- STA.120+32.77
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fA THfS PROJF,CT IS NOT WlTHIN ANY M[INlCIYAL RO[INDARIES.
�EfA �♦ iHERE f5 NO CONTROL OF ACCESS ON THIS PROJECZ.
V1 � CLE9RfNG ON Tf�ffS PROJECT SFIALI BE PERFORNED TO Tllfi LlMfTS GSTABUSFIED BY h1ETl(OD flf.
d �
N �
3� V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
m � ADT 2015 = 4333
� �
Q� 50 25 0 50 loo ADT 2035 = 5800
�`G DHV = 10 % LENGTH OF ROADWAY TIP PROJECT W-5313
E�o� � PLANS D = 65 %
°��� 50 25 0 50 100 T= 8% * LENGTH OF STRUCTURE TIP PROJECT W-5313
w�l�a�
���L � V = 50 MPH
f��a PROFILE (HORIZONTAL) * nST = 3 DUAL = 5
�"��` � FUNC CLASS = TOTAL LENGTH OF TIP PROJECT W-5313
���� .: 10 5 0 10 20
-��`�, RUAL COLLECTOR
o_���
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��_;��� PROFILE (VERTICAL) SUB REGIONAL TIER
�'ai z <P. ffr ��J;
SH[JPING
MfLL RD.
SA-256]
MOORE
,LAG6 RD.
-Y6- STA.15+15.00
� SITE 4
°°°NTRY S ITE 3
RIDGE RD.
END LET PROJECT
TIP W-5146
E11tD TIP PROJECT W-5313
E1�D C011lSTR UCTI0111
—L— STA. 420 + 00.00
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WETLAND AND SURFACE WATER IMPACTS PERMIT
Prepored In the Offlce of:
DIVISION OF HIGHWAYS
I000 Birth Ridge Dr., R¢leigh NC, 27610
= 7.33 MILES 2012 STANDARD SPECIFICAT/ONS
= 0.00 MILES RIGHT OF WAY DATE: TONY HOUSER, PE.
AUGUST 29� 20�4 t'ROJECT ENGINEER
= 7.33 MILES LETTING DATE: LEE ANN MOORE
FEBRUARY 16, �LO�6 %'ROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
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PERMA ENT SURFACE WATER IMPACTS
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PROJECT REFERENCE NO. SHEET NO.
Jl_�1�1__ �L
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PERMIT DRAWING
SHEET 2 OF 29
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ATER IMPACTS �
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ATER IMPACTS �
PERMAN NT SURFACE WATER IMPA�CTS
TEMPOR RY SURFACE WATE� CA TS
200' 300' � �
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FOR -L- PROFILE, SEE SHEET NO. 39
- FOR -L- DITCH DETAILS, SEE SHEET NO. 2-Dl 8 2-D2
-- DRIVEWAY RADII ARE 70' UNLESS OTHERWISE NOTED
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SHEET NO.
HYDRAULICS
ENGINEER
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J�_�3[3__ 24
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DETAIL B
STANDARD BASE DITCH WITH RIP RAP
( No} to Scale)
Nafural NaTural
Ground , ,L.� Ground
d� D
Geotex}ile Fabric
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DETAIL C
SPECIAL CUT BASE DITCH
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D p\t Difch
� Slope
B
Min D=1.0 ft
B=2.0 ft
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-L- STA 218+70 TO STA 222+57 LT
-L- STA 373+50 TO STA 375+50 RT
DETAIL D
SPECIAL CUT BASE DITCH
( No} }o Scale)
Natural
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DETAIL E
SPECIAL CUT BASE DITCH WITH PSRM
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Naturol ,� p<
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B=2.0 ft Type of Iiner=PSRM
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DETAIL F
SPECIAL CUT BASE DITCH WITH RIP RAP
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Noturol
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d_r � Ditch
Slope
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Geo}extile Fabric
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DETAIL G
SPECIAL CUT BASE GRASSED SWALE
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DETAIL H
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d� � Difch
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B=2.0 k Type of Iiner=Class B Rip Rap
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DETAIL I
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Slope
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-L- STA 28+63 TO STA 29+50 LT
-L- STA 30+00 TO STA 32+00 RT
-L- STA 42+00 TO STA 42+50 RT
-L- STA 52+00 TO STA 53+41 RT
-L- STA 58+50 TO STA 60+50 RT
-L- STA 61+00 TO STA 62+21 RT
-L- STA 81+00 TO STA 82+46 LT
-L- STA 87+00 TO STA 89+49 RT
-L- STA 88+00 TO STA 89+36 LT
-L- STA 94+74 TO STA 96+00 LT
-L- STA 99 + 00 TO STA 104 + 00 RT
-L- STA 105+00 TO STA 705+41 RT
-L- STA 107+50 TO STA 108+82 LT
-L- STA 109 + 50 TO STA 111 + 00 LT
-L-STA 123+00 TO STA 124+00 RT
-L- STA 135+23 TO STA 140+50 LT
-L- STA 186+00 TO STA 189+90 RT
-L- STA 189+50 TO STA 190+50 LT
-L- STA 233+70 TO STA 246+00 LT
-L- STA 239+00 TO STA 246+00 RT
-L- STA 284+97 TO STA 288+00 LT
-L- STA 285+25 TO STA 286+50 RT
-L- STA 290+10 TO STA 294+00 LT
-L- STA 328+00 TO STA 330+00 RT
-L- STA 330+80 TO STA 334+00 RT
-L- STA 332+00 TO STA 335+00 LT
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DETAIL J
SPECIAL CUT DITCH
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Slope
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-L- STA 39+50 TO STA 41+10 RT
-L- STA 57+31 TO STA 58+00 RT
-L- STA 69+50 TO STA 73+00 LT
-L- STA 93 + 00 TO STA 93 + 65 RT
-L- STA 104+00 TO STA 104+31 LT
DETAIL K
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-L- STA 28+08 TO STA 28+60 RT
-L- STA 47+00 TO STA 50+97 LT
-L- STA 129+36 TO STA 131+50 RT
-L- STA 143+25 TO STA 145+00 LT
-L- STA 146+50 TO STA 148+00 RT
-L- STA 148+50 TO STA 149+44 LT
-L- STA 749+00 TO STA 751+00 RT
-L- STA 149+50 TO STA 152+00 LT
-L- STA 152+50 TO STA 154+78 RT
-L- STA 156+00 TO STA 160+00 LT
-L- STA 157+00 TO STA 157+50 RT
-L- STA 159+40 TO STA 166+50 RT
-L- STA 160 +28 TO STA 161 + 89 LT
-L- STA 163+00 TO STA 171+50 LT
-L- STA 196+50 TO STA 199+50 RT
-L- STA 199+60 TO STA 201+00 LT
-L- STA 207+00 TO STA 207+69 LT
-L- STA 208+50 TO STA 208+95 LT
-L- STA 209+00 TO STA 210+00 RT
-L- STA 209+20 TO STA 209+50 LT
-L- STA 210+00 TO STA 218+00 LT
-L- STA 213+50 TO STA 216+00 RT
-L- STA 218+50 TO STA 224+00 RT
-L- STA 222+57 TO STA 224+00 LT
-L- STA 236+20 TO STA 237+50 RT
-L- STA 254+50 TO STA 278+50 RT
-L- STA 257+00 TO STA 270+00 LT
-L- STA 274+00 TO STA 274+25 LT
-L- STA 276+50 TO STA 279+65 LT
-L- STA 283+00 TO STA 283+50 LT
-L- STA 289+50 TO STA 289+96 RT
-L- STA 292+00 TO STA 294+00 RT
-L- STA 318+36 TO STA 327+78 RT
-L- STA 318+36 TO STA 328+45 LT
-L- STA 329+00 TO STA 330+50 LT
-L- STA 336+50 TO STA 341+92 RT
-L- STA 337+00 TO STA 342+00 LT
-L- STA 351+25 TO STA 352+43 RT
-L- STA 352+50 TO STA 356+50 RT
-L- STA 356+50 TO STA 360+00 LT
-L- STA 363+00 TO STA 366+50 RT
-L- STA 365+00 TO STA 366+50 LT
-L- STA 379+50 TO STA 383+50 LT
-L- STA 380+00 TO STA 381+50 RT
-L- STA 417+90 TO STA 418+50 RT
-Yl- STA 13 + 00 TO STA 14 + 00 RT
-Y3- STA 10+75 TO STA 11+25 RT
-Y3- STA 11+00 LT TO -L- STA 153+50 LT
-Y4- STA 10+69 TO STA 11+25 RT
-Y4- STA 10+69 LT TO -L- STA 153+25 RT
-Y5- STA 11 + 80 TO STA 7 2+ 60 RT
-Y8- STA 10 + 94 TO STA 11 + 75 RT
DETAIL L
SPECIAL CUT DITCH
( Not to Scale)
Nafural
Ground q.� b�1 Front
D Ditch
Slope
Min D=7.0 fr
-L- STA 181+70 TO STA 183+40 RT
DETAIL M
SPECIAL CUT DITCH WITH PSRM
( NoT to Scale)
Naturol p<
Ground 1.� ti ��teC Fronf
d� D Ditch
Slope
Min D=1.0 ft
Max d=1.0 ft Type of Iiner=PSRM
-L- STA 342+40 TO STA 349+10 LT
-L- STA 395+00 TO STA 397+57 RT
DETAIL N
SPECIAL CUT DITCH WITH PSRM
( Not to Scale)
Gr�ou d 2.� 3'oite� Fronf
d� D Ditch
Slope
Min D=1.0 ft
Max d=1.0 ft Type of Iiner=PSRM
-L- STA 282+00 TO STA 284+25 RT
DETAIL O
SPECIAL CUT DITCH WITH PSRM
( NoT To Scale)
Natural p<
Ground 2.� A�oltec FronT
d� D Ditch
Slope
Min D=1.0 ft
Max d=1.0 ft Type of Iiner=PSRM
-L- STA 131+50 TO STA 133+00 RT
-L- STA 135+62 TO STA 137+00 RT
-L- STA 289+96 TO STA 292+00 RT
-L- STA 351+90 TO STA 353+00 LT
DETAIL P
SPECIAL CUT DITCH WITH RIP RAP
( Not to Scale)
Natural p<
Ground ?.� b�0+�teC FronT
d D Ditch
Slope
Min D=7.0 k Geotextile Fabric
Max d=1.0 ft Type of Iiner=Class B Rip Rap
-L- STA 39+00 TO STA 39+50 RT
PROJECT REFERENCE NO. SHEET NO.
W-53/3 2-Dl
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PERMIT DRAWING
SHEET 27 OF 29
DETAIL Q
SPECIAL CUT DITCH
( Not to Scale)
No Special Profile For This Ditch
F� 10' �i
Na}ural I
Ground ?.� p'� Shoulder
D Poin}
Froni Ditch
Min D=0.0 ft Slope
-L- STA 115+50 TO STA 117+50 LT
-L- STA 127+50 TO STA 123+00 RT
-L- STA 124+00 TO STA 125+50 RT
DETAIL R
SPECIAL CUT DITCH
( Not to Scale)
No Special Profile For This Ditch
I� 10' �i
Na}ural �
Ground z.� p'� Shoulder
D Poin}
Pront Ditch
Min D=0.4 ft Slope
-L- STA 81+50 TO STA 82+50 RT
-L- STA 92 + 00 TO STA 93 + 00 RT
-L- STA 98+00 TO STA 99+00 RT
-L- STA 104 + 00 TO STA 105 + 00 RT
-L- STA 107+00 TO STA 107+50 LT
DETAIL S
SPECIAL CUT DITCH
( No} }o Scale�
No Special Profile For This Ditch
�'�� �i
Nofural
Ground 2,� p�� Shoulder
D Point
Min D=0.5 N FrontDifch
Slope
-L- STA 29+50 TO STA 31+20 LT
-L- STA 36+00 TO STA 38+00 LT
-L- STA 45+50 TO STA 47+00 RT
-L- STA 63+50 TO STA 65+00 RT
-L- STA 77+00 TO STA 79+50 LT
0
a
3
a �
E �
a �
� �
� �
3 `"
� �
m �
i �
o �
o �
c ,,,
' z
�
�
DETAIL T
TOE PROTECTION
( Not fo Scale) �eC
�\O
1 �� \oQe
'ti. �\�S
Natural
Ground d
PSRM
d =1.5 Ft.
Type of Liner= PSRM
—L— STA 115+00 TO STA.116+20 RT.
DETAIL U
SPECIAL CUT DITCH
( Not to Scale)
No Special Profile For This Ditch
�lo'~i
Natural
Ground ?.� p'.� Shoulder
D Point
Min D=1.0 R Front Ditch
Slope
-L- STA 362+00 TO STA 362+50 LT
-L- STA 389+50 TO STA 390+50 RT
-L- STA 393+50 TO STA 394+00 RT
-L- STA 394+00 TO STA 395+50 LT
-L- STA 404+50 TO STA 405+00 RT
-L- STA 413 + 00 TO STA 414 + 50 RT
DETAIL Y
STANDARD 'V' DITCH
( NoT to Scale)
Nafural Nafural
Ground ,?,� 3.� Ground
D
Min D=1.0 ft
-L- STA 59+26 RT; L=30', 5=0.30%, DDE=1CY
-L- STA 108+49 RT; L=20', 5=0.30%, DDE=1CY
-L- STA 189+90 RT; L=30', 5=0.60%, DDE=75CY
DETAIL Z
STANDARD 'V' DITCH
( Not To Scale)
Noturol Nofural
Ground 6.� b.� Ground
D
Min D=1.0 ft
-L- STA 52+91 LT; L=49', 5=0.50%, DDE=1CY
-L- STA 59+26 RT; L=16', 5=0.30%, DDE=1CY
DETAIL V
TYPICAL CUT DITCH WITH SPECIAL BACK SLOPE
( No} }o $cale)
,. No Special Profile For This Ditch
Ezisting
Rock Tie Back Slope
Wall }o Existing Front
Asphalt DiTch
Natural ��}`h � R'1 Slope
G�oun Varies 2p: � D
Exisfin t� 40' � i'/
Asphal+ Min. D= 1 Ft.
Ditch
-L- STA 406+75 TO STA 409+15 LT
DETAIL W
STANDARD 'V' DITCH
( Not to Scale)
Nafural Notural
Ground � Ground
2:l p '1,.
Min D=1.0 fr
-Y3- STA 11+25 RT; L=37', 5=0.30%, DDE=74CY
DETAIL X
STANDARD 'V' DITCH
( Nof fo Smle)
Nqfural � S Notural
Ground 3.�qR/FS JP��,�p'� Ground
p r�
� 3'�
Min D=1.0 fr
-L- STA 31+00 LT; L=60', 5=1.50%, DDE=2CY
DETAIL AA
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural
Ground 2.� ,j.1 °e� Front
D �� Ditch
Slope
Min D=1.0 ft
-L- STA 167+50 TO STA 172+50 RT
-L- STA 360+50 TO STA 362+75 RT
DETAIL AB
SPECIAL LATERAL 'V' DITCH
( NoT to Scale)
Natural
Ground 2.� Q�1 ��C Fronf
D �o'�e Dfrch
Slope
Min D=1.0 ft
-L- STA 148+00 TO STA 749+00 RT
-L- STA 161+89 TO STA 163+00 LT
-Y4- STA 10+69 TO STA 12+25 LT
DETAIL AC
SPECIAL LATERAL 'V' DITCH WITH PSRM
( Not to Scale)
Natural ,� o<
Ground 2.� b'O�teC FronT
d� D Ditch
Slope
Min D=1.0 ft
Max d=1.0 fr Type of Iiner=PSRM
-L- STA V2+50 TO STA 177+00 RT
-L- STA 181+50 TO STA 182+50 LT
DETAIL AD
SPECIAL LATERAL 'V' DITCH WITH RIP RAP
( Not to Scale)
Naw�a�
Ground 2.� 3�1 Front
d D Ditch
$�Ope
Min D=1.0 $ Geotextile Fabric
Max d=1.0 ft Type of Iiner=Class B Rip Rap
-L- STA 177+00 TO STA 177+58 RT
DETAIL AE
SPECIAL CUT GRASSED SWALE
( Nof to Scale)
Natural
Ground 2.� Q.� ��� Front
D o�e Dirch
Slope
Min D=1.0 ft
-L- STA 207+69 TO STA 208+50 LT
-L- STA 209+50 TO STA 210+00 LT
DETAIL AF
SPECIAL LATERAL GRASSED SWALE
( Not to Scale)
Nafural
Ground 2.� A.1 °e� Front
D �� Ditch
$lope
Min D=1.0 ft
-L- STA 127+00 TO STA 127+75 LT
DETAIL AG
TOE PROTECTION
( Not to Scale)
NaTUral p<
Ground A ���e'� Front
d� Ditch
Slope
Max d=1.0 ft Type of liner-PSRM I
-L- STA 130+00 TO STA 135+00 LT
-L- STA 133+00 TO STA 135+65 RT
-L- STA 171+50 TO STA 177+00 LT
DETAIL AH
TOE PROTECTION
( Not to Scale)
Npfural
Ground 3, Front
d Ditch
Slope
Geotextile Fabric
Max d=1.0 $ Type of Iiner=Class B Rip Rap
—L— STA 181+00 TO STA 181+50 LT
DETAIL AI
FALSE SUMP
( Nor to sca�e)
Top Elevation
� 4•� 0.5' min
�-� � 1.0' max
Proposed Ditch Centerline I �
O
-L- STA 96+00 LT; TOP ELEVATION=762.3'
-L- STA 135+50 RT; TOP ELEVATION=741.6'
DETAIL AJ
FALSE SUMP
( No} }o scale)
Top Elevafion
�-�, ,O � 1�.0' max
Proposed Ditch Centedi e I '
O
-L- STA 105+40 LT; TOP EIEVATION=741.9'
DETAIL AK
FALSE SUMP
( No} }o $cale)
Top Elevafion
�-�, ?O � 1�.0' max
Proposed Ditch Centedi e I �
0
-L- STA 366+60 RT; TOP ELEVATION=753.2'
DETAIL AL
RIP RAP AT EMBANKMENT
( Not }o Scale)
70'min.
Ditch 7.0'min. 1.5'
Grade
GEOTEXTILE
-L- STA 191+60 RT; CLASS I RIP RAP=7TONS, GEOTEXTIlE=155Y
-L- STA 208+95 LT; CLA55 I RIP RAP=4TON5, GEOTEXTILE=ISSY
PROIECT REFERENCE NO. SHEET NO.
W-53/3 2—D2
RM/ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
PERMIT DRAWING
SHEET 28 OF 29
DETAIL AM
BANK STABILIZATION
( Not fo Scale)
NATURAL TOP OF BANK NATURAL
GROUND GROUND
2J 1
GEOTEXTILE ry
GEOTEXTILE
18' (NP.�
-L- STA 128+06 RT;
CLASS I RIP RAP=2ITONS, GEOTEXTILE=40SY, DDE=21CY
-L- STA 191+43 RT;
CLASS I RIP RAP=20TONS, GEOTEXTILE=40SY, DDE=15CY
-L- STA 208+68 RT;
CLASS I RIP RAP=I3TON5, GEOTEXTILE=25SY, DDE=10CY
-L- STA 284+96 LT;
CLASS I RIP RAP=27TONS, GEOTEXTILE=40SY, DDE=21CY
-L- STA 397+91 RT;
CLASS I RIP RAP=50TONS, GEOTEXTILE=90SY, DDE=30CY
DETAIL AN
STANDARD 'V' DITCH
( Not to Scale�
Naturol Noturol
Ground 1.� ,�.� Ground
D
d
Geotex}ile
Min. D=1 FT.
pe of Liner= CL B Rip-Rap Max. d=1 FT.
—L— STA 176+50 LT, L=50', 5=8.82%, DDE=72 CY
DETAIL AO
BANK STABILIZATION
( Not to Scale)
TOP OF BANK
TOP
NATURAL OF SILL NATURAL
GROUND GROUND
_ _ 2J 1 _ _
GEOTEXTILE �" CL I RIP RAP �TYP.)
18" (TYP.) GEOTEXTILE LIMIT (TYP.)
� FILL EXISTING SCOUR HOLE
WITH CL II RIP RAP TO
INV OF NLVERT CULVERT INVERT ELEV
-L- STA 179 + 73 RT;
CLASS I RIP RAP=30TONS, GEOTEXTILE=50SY, DDE=45CY
SCOUR HOLE: CLASS II RIP RAP=36 TONS
-L- STA 349+51 LT;
CLASS I RIP RAP=70TONS, GEOTEXTILE=1205Y, DDE=50CY
SCOUR HOLE: CLASS II RIP RAP=50 TONS
-L- STA 398+49 LT;
CLASS I RIP RAP=60TONS, GEOTEXTILE=100SY, DDE=40CY
SCOUR HOLE: CLASS II RIP RAP=35 TONS
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
ac ac ac ac ac ac ac) ft (ft ft
1 128+16 54-in RCP-IV buried 1 foot < 0.01 < 0.01 13 19
1 128+16 bank stabilization < 0.01 18
2 179+65 1@9x8-ft RCBC w/1-ft sills < 0.01 < 0.01 6 19
2 179+65 bank stabilization < 0.01 36
3 191+44 60-in RCP-III buried 1 foot < 0.01 < 0.01 < 0.01 < 0.01 15 15
3 191+44 bank stabilization < 0.01 22
4 208+86 42-in RCP-IV buried 0.7-ft < 0.01 < 0.01 11 20
4 208+86 bank stabilization < 0.01 21
5 284+g6 54-in RCP-III buried 1 foot < 0.01 < 0.01 5 20
5 284+96 bank stabilization < 0.01 18
6 349+71 1@9x8-ft RCBC w/1-ft sills < 0.01 < 0.01 13 21
6 349+71 bank stabilization < 0.01 44
7 398+18 1@10x7-ft RCBC w/1-ft sills < 0.01 < 0.01 9 22
7 398+18 bank stabilization 0.02 80
TOTALS`: < 0.01 < 0.01 0.05 0.02 311 136
'Rounded totals are sum of actual impacts
NOTES:
�
6
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..
�
V
W
O
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�
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N
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ae ��
�aw
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Ta O
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G 3�
N�w
°� V
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��r�
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r��:�
See Sheet 1 A For Index of Sheets
See Sheet 1 B For Conventional Symbols
BEGI11 t TIP PR OJECT W-5313
� L- STA.10 + 25.00
-L- L'l. JIH./LtYJ.YI L,LS=
—LREV— PC STA.12 + 95.91 LA
� SR-133]
�0��� \
�9
��
��
—I,REV— PT STA. 24 +20.07 LB =
—L— PT STA.24+20.07 LA
—Y2— STA. ]0+75.00
lCF.TNF,R
FARM RD.
SR-l34]
ROW RD. \
MOOSE RD.
SR-1308
WADSWORTN RD.
SR-2]54
-OLD BEATTY
FORD RD.
srs-,zz,
-YI- ST.9.14+20.00
FARM ESYAi'}'S O
CONCORD
RD.
SR-I002 LOG OARN
T � PARM RD.
��1 J��� �� � \ ���11�1 `����J� A�IL V �
�������� �� ���� � ���
ROWA1� COUI�TY
LOCATI011L• SR 1221 (OLD BEATTY FORD ROAD)
FROM SR 1337 (LE11tTZ ROAD) TO
S R 2 3 3 5 ( L O W E R S T 0 1 1 1 E C H U R C H R O A D)
TYPE OF WORK WIDE11lING, RESURFACI11tG, DRAI11tAGE, SIG11II11tG
A111D CULVERTS
BEGIN C0IVSTRUCTION
-Y3- STA.10 + 50.00
FXISTING BRIDGE
-L- STA.119+12.77
_y3_
PHANIEL
CHUACH AD.
SA-2569 �
�
U �
OLD BEA7TI'
FORD I2D.
SH-1221
\ '—BUTTF.RFLY LN.
�M/3ALER XO.
—ROY /dfNE RD. /
SR-2510 CIIAPMAN �
FARM RU.
CONCORD
RD. BEV RD.
SR-[002
OU(CN 91FFK0 CRFER
+
IHfS PAOJEGI' IS NO]' WfTHIN ANY MUNICIYAL BOUNDARIES.
TNERE IS NO CONTROL OF ACCESS ON TNIS PROJECT.
GLEARlNG ON lNIS PROJECI' SHALL BE PERFORMED TO INE LIMITS ESiA6LlSHED SY MEINOD l)I.
-YS-
SHUPlNG
Mlfl RD.
SR-2559 �
�
BEGIN CONSTRUCTION _
-YS- STA. l] + 90.00 a
BIftTWICK RU.—� �B
\ _,.�
t SH(JP/NG
OLD BEATIY �'I M/LL RD.
SA-256]
FORD RD.
SR-]22] f
�b
- MOORF.
VILLAGE RD.
�
a
\\
`COUNTRY
RNGE RD.
_yq_
PHANfEl
CHURCH RD.
SR-2569
CONSTR UCTION
TA. 13 + 75.00
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
50 25 0 50 l00 ADT 2015 = 4333
ADT 2035 = 5800
DHV = 10 % LENGTH OF ROADWAY TIP PROJECT W-5313
PLANS
D = 65 %
50 25 0 50 100 T- $%* LENGTH OF STRUCTURE TIP PROJECT W-5313
V = 50 MPH
PROFILE (HORIZONTAL) * �ST = 3 DUAL = 5
10 5 0 10 20 FUNC CLASS = TOTAL LENGTH OF TIP PROJECT W-5313
RUAL COLLECTOR
PROFILE (VERTICAL) SUB REGIONAL TIER
END CONSTR UCTION
TIP PROJECT W-5313
—L— STA.295+35.81 oR�AN
BEGIN LET PROJECT ' �H�R�H RD. "°"",."�
SR-]006—� CEDAR-
TIP W-5146, }
CARTER LOOPI
SR-2SbS J
ORGAN CH[IRCH
�.
SR-IOOb �
END CONSTR UCTION
-Y6- STA.I5+15.00
i ti' �� ��� �� � l ��� ��� � t�'��
*ii�� ��R�~���#�
�rtt�i�':y►i,���a.*��►���r���+'�
���j��# '•�
�`�r
_�_
OLD BFAT7Y
FORD RD.
SR-1221
DA/C07A LN
/BEGIN CONSTR UCTION
TIP PROJECT W-5313
—L— STA. 318 +35.84
E111D LET PROJECT
TIP W-5146
+
—Y7— STA.11+40.00 _r�_
LOWER STONE
CNIIRCFI RD.
SR-2335 �
E1�D TIP PROJECT W-5313
E111D C01�STR UCTI011t
�
�'�` N
�
o� �
Z�
Prepored In ihe Offlce of:
DIVISION OF HIGHWAYS
7000 Birch Ridge Dr., Raleigh NC, 27610
= 7.33 MILES 2012 STANDARD SPEC7FICAT/ONS
= 0.00 MILES RIGHT OF WAY DATE: TONY HOUSER, PE.
AUGUST 29� ZO�4 PROJECT ENGINEER
= 7.33 MILES LETTING DATE: LEE ANN MOORE
FEBRUARY 16, 2016 PRO�ecr Dssrcx ENCrNSSx
-L- STA. 420 + 00.00
HI'DRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
r.E.
_yg_
£R STONE
fJRCH RD.
SR-2135
�5� �z�
PRELIMINARY PLANS
DO NOT USE FOR CONSTR�CTION
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-L- -L-
Pl Sto 29+53.47 Pl 5fo 40+64.54
� = 23/'14.3'fRTJ p = l5'll'24.8'fLTJ
D= P 54' 355' D= 2 32' 47.,3'
L = l3/.98' L = 59652'
T = 66.U0' T = 300A2'
R = 3.f�0.!)0' R = 2250A0'
SE = 05 SE = O6
RO = l40' RO = l67'
S H 6� iq. E
N Zo, M
Sa, �+ 2
S 6222'2' E `'s: °o, � o.
S 62'22'12' E 76.53' \ i °v� "�s
EIP IB3.74, � S 6222'2' E � w
I76.93' ? �
13 12A �
12 FLOYD MARTIN PATTERSON
VIRGIL REID PATTERSON BETTIE YIAiTS PATiERSON
FLOYD MARTM PAiTER50N AND WiFE PB 9995 PC 5265
BETiIE WATTS PATiER$ON CATHY & POTTERSON
� � DB i07T PG �89 pg e78 PG 506
pg qg95 PC 5265 PB 9995 PG 5265 STANDARD V �ITCH
RIP RAP CL 6 SEE DETAIL X
> EST.S 70N5
��n�r'�i - _ GEOTE%TILE
�.(=�{���uv E5T.14 SY'S
44666 + . L O
���i'Si Q 1 1 40.00' ��, J�
m�
Omm�� "' - SPECIAL CUT DITCH I I �- o
� Yoog� � SEE DETAIL I � � �^
� I� IS F D � SPECIAL CUT DITCH
�I I � ,,..rr��,,��
� (( ��,,;; 1 I � SEE DETAIL I REMOVE
� ����/ �'."�n r+?� _ � I SPECIAL NT DITCH � �~ TDE
n REMOVE � � I SEE DETAIL 5 �
REMOVE � � [�
� �, aa4 �,e +A] d] -I- +10 d5 I_ i 4P I
i
Z POL�mI `4
� � i5'
_ �� I � ��
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� �I —. .-� — �
IS BK SCHOOL
� SPECIAL CUT DITCH
SEE DETAIL K
� �� � i � T � � r �
' �
1
� -.�._ �M �F7r��� -
�
J25 R� �/ \H
REMOVE REMOVE �� \ �
� SPECIAL NT DITCH
--� SEE DETAIL K \
_' �� I �
T� ROWAN-SALIBURY
OARD OF EOU8GgTtON +g�.q�
OB 383 PG 4j7 40.00
BOSTIAN SCHOOL
-L- PC S1o.28+87,
1� b POL� �I 050
— p � 1`-' 1
� I \ �
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F D I GM J�
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ENGINEER ENGINEER
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W -53/3 / 6
ILW SHEET NO.
'.OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE POR CONSTRUCTION
98
DENNiS A. DANELS
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106
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RONAID S.WALKER
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W -53/3 / 8
ILW SHEET NO.
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ENGINEER ENGINEER
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114
BILLY J. SLOOP a
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PROJECT REFERENCE NO. SHEET NO.
W —53/3 / 9
ILW SHEET NO.
'.OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE POR CONSTRUCTION
E%IST. ILW
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DO NOT USE POR CONSTRUCTION
END T lP PROJECT W-53/3
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FOR -L- PROFILE, SEE SHEET NO. 49
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DRIVEWAY RADII ARE 10' UNLE55 OTHERWISE NOTED
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