20110517 Ver 1_Application_20110623

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STATE OF NORTH CAROLINA µ~,, Of 1 Z~I1
`/~~S ~ST~RO!/q(/
DEPARTMENT OF TRANSPORTATION ~~,,~ qq
BEVERLY EAVES PERDUE EUGENE A. CONTI, JR.
GOVERNOR SECRETARY
May 25, 2011
Ms. Lori Beckwith
US Army Corps of Engineers
151 Patton Avenue, Room 208 ®~ 1
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1735 Briar Creek Road
State Project No. 130.081095 (DWQ Minor Permit Fee $240)
Rutherford County, NC
Deaz Ms. Beckwith:
I have enclosed astraight-line diagram with erosion control plan, a PCN application for
NWP #14, and a vicinity map relative to the proposed secondary road project on SR 1735
Briar Creek Road, Rutherford County, NC.
We propose to replace/extend four pipe culverts on UT's to Brier Creek. Brier Creek is
classifed as trout waters by DWQ. Total permanent stream impacts will be 72 linear
feet due to extension of culvert length to meet safety standard for a paved roadway. A
temporary impervious dike or pump-azound operation will be used for dewatering during
removal and installation. The UT's are 1-3 feet wide, respectively with gravel/sand/silt
subsfiate.
Existing channel morphology will be maintained upstream and downstream of the
culvert. The culverts will be placed below existing streambed elevation whenever
possible. Riparian vegetation will be reestablished along disturbed areas associated with
the culvert extensions. Stormwater will be diverted through grass-lined ditches or
vegetated buffers prior to entering streams.
No effect on federally listed species (threatened or endangered) or their habitats is
anticipated.
Division Thirteen Office Post Office Box 3279 Asheville, NC 28802
Phone: [phone] Office of the Division Engineer Fax: [phone]
www.ncdot. gov/d oh/operations/d ivisionl3

Ms. Lori Beckwith
Page -2 SR 1735, Rutherford County
May 25, 2011
As a part of the 401 Certification process, a copy of the application will be forwazded to
the NC State Historic Preservation Office as required by Section 106 of the National
Historic Preservation Act of 1966 and GS 121-12(a).
By copy of this letter, we request David McHenry, North Carolina Wildlife Resources
Commission Coordinator, to comment directly to the Corps concerning the permit
request. A trout buffer variance will be required for the project.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. Brier Creek is classified trout. A trout buffer vaziance
will be required for the project.
By copy of this letter, I am forwazding four (4) copies of the application package to Brian
Wrenn, NC Division of Water Quality, 401/Wetland Unit and an additional copy to Mike
Parker, NC DWQ Asheville Regional Office for review and comment. Please chazge the
application fee of $240.00 to WBS element # 130.081095. Please forwazd comments
directly to the Corps with copy to Division 13 Environmental Officer.
Your eazliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
p ~~,~
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
D.R. McNeal, P.E.
Ed Ingle, CPESC
David McHenry
Mike Pazker
Brian Wrenn

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Office Use Only:
Corps action ID no.
DWO project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: X Section 404 Permit Section 10 Permit
^
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? X Yes ^ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification -Regular ^ Non-404 Jurisdictional General Permit
^ 401 Water Quality Certification -Express ^ Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
^ Yes X No For the record only for Corps Permit:

^ Yes X No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ^ Yes X No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ^ Yes X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ^ Yes X No
2. Project Information
2a. Name of project: SR 1735 Briar Creek Road
2b. County: Rutherford
2c. Nearest municipality /town: Golden Valley
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: 130.081095
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address: N/A
3e. City, state, zip: N/A
3f. Telephone no.: N/A
3g. Fax no.: N/A
3h. Email address: N/A
Page 1 of 11
PCN Form -Version 1.3 December 10, 2008 Versicn

4. Applicant Information (if different from owner)
4a. Applicant is: North Carolina Department of Transportation
4b. Name: J.J. Swain, Jr., P.E., Division Engineer
4c. Business name
(if applicable): N.C. Department of Transportation
4d. Street address: 55 Orange Street, P.O. Box 3279
4e. City, state, zip: Asheville, NC 28802
4f. Telephone no.: 828-251-6171
4g. Fax no.: 828-251-6394
4h. Email address: rdbrvanCrDncdot.aov
5. AgenUConsultant Information (if applicable)
Sa. Name: N/q
Sb. Business name
(if applicable): N/A
5c. Street address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N/A
Sf. Fax no.: N/A
5g. Email address: N/A
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1 a . Property identification no. (tax PIN or parcel ID): N/A
1b . Site coordinates (in decimal degrees): Latitude: 35.52914° N Longitude: 81.69978°W
1c . Property size: 9.8 acres
2. Surtace Waters
2a . Name of nearest body of water (stream, river, etc.) to
proposed project:
Brier Creek (C, Trout)
2b. Water Quality Classification of nearest receiving water: C, Trout
2c. River basin: Broad
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:
Existing gravel secondary road
3b. List the total estimated acreage of all existing wetlands on the property:
0.0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
500
3d. Explain the purpose of the proposed project:
Increase the typical section and pave the secondary road
3e. Describe the overall project in detail, including the type of equipment to be used:
Grade, drain, base and pave the roadway. Replace and extend four existing culverts on jurisdictional streams.
Equipment used will include excavators, trucks and graders,
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?
Comments: Non-blue line streams, Field evaluated by
NCDOT

^ Yes X No ^ Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
^ Preliminary ^ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): N/A Agency/Consultant Company: Corps
Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
See Sb below.
5. Project History
5a. Have permits or certifcations been requested or obtained for
this project (including all prior phases) in the past?
^ Yes ^ No ^ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ^ Yes X No
6b. If yes, explain.
Page 3 of 11
PCN Form- Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
^ Wetlands X Streams -tributaries ^ Buffers
^ Open Waters ^ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWO -non-404, other) (acres)
Tem ora
W1 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W2 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W3 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W4 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
WS ^ P ^ T ^ Yes ^ Corps
^ No ^DWQ
W6 ^ P ^ T ^ Yes ^ Carps
^ No ^ DWO
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ -non-404 width (linear
Temporary (T) (INT)? ,
other) (feet) feet)
S1 X P ^ T Pipe Culvert UT1 to Brier Creek X PER X Corps 1 20
^INT X DWQ
S1 ^ P X T Dewatering UT1 to Brier Creek X PER X Corps 1 50
^INT X DWO
S2 X P ^ T Pipe Culvert UT2 to Brier Creek X PER X Corps 2 18
^INT X DWQ
S2 ^ P X T Dewatering UT2 to Brier Creek X PER X Corps 2 50
^INT X DWO
S3 X P ^ T Pipe Culvert UT3 to Brier Creek X PER X Corps 3 24
^INT X DWO

S3 ^ P X T Dewatering UT3 to Brier Creek X PER
^INT X Corps
X DWQ 3 60
S4 X P ^ T pipe Culvert UT4 to Brier Creek X PER X Corps 1 10
^INT X DWO
S4 ^ P X T Dewatering UT4 to Brier Creek X PER X Corps 1 60
^INT X DWQ
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version

3h. Total stream and tributary impacts 72
perm/220
temp
3i. Comments:72 feet of permanent and 220 feet of temporary impacts.
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 individual) list all o en water im acts below.
4a.
Open water
impact number-
Permanent (P) or
Tem ora T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction ro osed, then com lete the chart below.
5a.

Pond ID
number Sb.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) Se.
Upland
(acres)
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
Sh. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
Si. Expected pond surface area (acres):
Sj. Size of pond watershed (acres):
5k. Method of construction:
Page 5 of 11

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti anon, then ou 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 Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re uired?
B1 ^P^T ^Yes
^ No
62 ^P^T ^Yes
^ No
B3 ^P^T ^Yes
^ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Minimum pipe length used to obtain needed typical section, alignment and shoulder width for safety.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
N/A
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ^ Yes ^ No To be determined by Corps
2b. If yes, mitigation is required by (check all that apply): ^DWQ ^ Corps

2c. If yes, which mitigation option will be used for this
project? ^ Mitigation bank

^ Payment to in-lieu fee program
^ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-Ileu Fee Program
4a. Approval letter from in-lieu fee program is attached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ^ warm ^ cool ^cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form- Version 1.3 December 10, 2008 Version

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 X 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:
Page 8 of 11

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

within one of the NC Riparian Buffer Protection Rules? ^ Yes X No
1 b . If yes, then is a diffuse flow plan included? If no, explain why.
Comments: ^ Yes ^ No
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? X 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, na rrative description of the plan:
The project will use BMP's to the Maximum Extent Practicable (MEP) in compliance with NCDOT's NPDES Permit No.
000250 Post Construction Stormwater Program.
^ Certified Local Govemment
2e. Who will be responsible for the review of the Stormwater Management Plan? X DWQ Stormwater Program
^ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? NIA
^ Phase II
3b. Which of the following locally-implemented stormwater management programs ^ NSW
apply (check alt that apply): ^ USMP
^ Water Supply Watershed
X Other: N/A
3c. Has the approved Stormwater Management Plan with proof of approval been ^ Yes ^ No
attached?
4. DWQ Stormwater Pro ram Review
^ Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ^ HOW
^ ORW
(check all that apply): ^ Session Law 2006-246
X Other: N/A
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ^ Yes ^ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ^ Yes ^ No
5b. Have all of the 401 Unit submittal requirements been met? ^ Yes ^ No
Page 9 of 11
PCN Form- Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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 Surtace 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 ®No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater
enerated from
the proposed project, or available capacity of the subject facility. g
N/A
Page 10 of 11
PCN Form- Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or
^ Yes ®No
habitat?
Sb. Have you checked with the USFWS concerning Endangered Species Act
i
? ®No
^ Yes
mpacts

Sc. If yes, indicate the USFWS Field Office you have contacted. ^ Raleigh
^ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage distributionlhabitat mapping, field survey
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?
Current Maps/Database
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
t
t ^ Yes ®No
s
a
us (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?
Current maps.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in aFEMA-designated 100-year floodplain? ^ Yes ®No
8b. If yes, explain how project meets FEMA requirements:
Sc. What source(s) did you use to make the floodplain determination? Current FEMA Maps
Roger D. Bryan 5/25/2011
--~~
ApplicanVAgent's Printed Name plicant/Agent's gnature Date
(Agent's signature is valid only rf an authorization letter from the applicant
is rovided.
Page 11 of 11

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Name: BENN KNOB Location: 035.5402901 ° N 081.6982478° W
Date: 5/25/2011 Caption: SR 1735 Briar Creek Road
Scale: 1 inch equals 1000 feet Rutherford County, NC

Figure 1. SR 1735, Site 1, Station 7+00, UTl to Brier Creek, Rutherford County, NC.

Figure 2. SR 1735, Site 2, Station 24+75, UT2 to Brier Creek, Rutherford County, NC.

Figure 3. SR 1735, Site 3, Station 64+00, U73 to Brier Creek, Rutherford County, NC.

Figure 4. SR 1735, Site 4, Station 82+00, U74 to Brier Creek, Rutherford County, NC.

SECONDARY ROAD PAVING PROJECT
SHEET 1 OF 33
COUNTY: Rutherford TOWNSHIP: Golden Valley
PROJECT: SR 1735, Briar Creek Rd. LENGTH: 9,456 feet, 1.79 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY #: g F
LOCATION: From SR. 1733, thence for 1.79 miles SUBD/RESID. PRIORITY #:
WBS ELEMENT NO: 13C.pgIoYS CONSTRUCTION W. O. NO.
DATE: 3/1/2011 SCALE: 1"=50' DRAWN BY: DGM
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as needed,
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram.
8. Please inform property owners that cuts and fills could exceed proposed right of way.
9. The erosion plan should be used for erosion control purposes only.
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1/w
5'
A. FILL SLOPE
B. SHOULDER SLOPE
C. DITCH SLOPE
D. CUT SLOPE
SR 1735 BRIAR CREEK RD. SHEET 2 OF 33
RUTHERFORD COUNTY
TYPICAL SECTION
4 5'
9' 9'
i~PER FT. SLOPE
2 :1
1' PER FT.
1%:1
R/W
3' 3'
~6'-~
I:I SLOPE
ABC COMPACTED
ABC LOOSE
TONS (DRIVES)
STONE BY
TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)

SHEET 3 OF 33
~1
FULL
SUPERELEVATlON
FULL SUPERELEVAT[ON
SEC-i ION - EE
2/3
SUPERELEVATION
- 2/3 SUPERELEVATION
P. C. OR P. T.
SECTION - DD
SUPERELEVATiON =
NORMAL CROWN NORMAL CROWN
__ SECTION - CC

LEVEL~O- NORMAL CROWN
SECTION - BB _
NORMAL CROWN NORMAL CROWN
SECTION - AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally. 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum superelevation is +.06 -.06.the superelevation
at the point of curve or point of tangent is +.04 -,1~J4
.a6 x z/3 = .ea
Superelevation for 18'Povement
.02 0.4' E.P. to E.P.
.04 0.7' E.P, to E.P.
.06 1.1' E.P. to E.P.
•O$ 1.4' E.P, to E.P.
Normal Crown - 0.2

1
EROSION CONTROL PLAN SHEET
Sheet 4 of 33
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary silt basins shall be installed before clearing and
grubbing begins.
Silt fences and temporary silt ditches shall be installed after
clearing and before grading.
Temporary stone ditch checks shall be installed as soon as
ditch line is established.
Pipe outlet and inlet protection will be done as soon as the
pipe is installed.
Seeding and other permanent erosion control measures are
to be implemented as soon as practical.
Temporary rock silt checks (type B) will be spaced as required
by percent of grade as described on page VI-16 in the Erosion
And Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction with
temporary rock silt check Type-B in locations where water is
leaving the project or entering a pipe.
For silt basin size see attached plans. Basins are to be cleaned out when half
full.
Per permit conditions for Corps of Engineers and the Wildlife Resources
Commission, all pipes in streams 48" or greater must be buried 12" below
streambed elevation. Pipes less than 48" must be buried with 20% of the -
diameter below streambed elevation.

Sheet 5 of 33
PIPE INSTALLATION NOTES
1) Install erosion control devices.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much as possible
material and sediment from entering the stream and/or escaping from project.
Where possible, new grade will be below existing streambed. If needed,
bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
6) Establish permanent vegetation as soon as possible.

:.
:cbt.~..:.~.._ .. ,.._._.,. ...

DESIGN FOR SILT BASIN SHEET ~oF~
1800 CUBIC FEET PER ACRE
1 CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
~~
MIN ~
2'
SILT BASIN - 1
l S. B. 7 )
Min,
>-- ly
Y-
:1
SILT BASIN - 2
(S. B. 14 )
>- MIN 2
2• I
~-
"ss;`. .
~~ ~~
>- MIN 28

SILT BASIN - 4
(S. B. 28 )
SILT BASIN - 3
l S. B. 21 )

ER O S I O N CONTROL SHEET 7OF33
-~ DE T ~ I ~ S AND
SP E C I F IC~TIDNS

S td.
~.63e.m3
1630.05
1605.01
16z2.e1
1630.01
163a.ez
1633.01
1633.02
1634.e1
1634.02
1635.01
1635.82
Descrt ton
Temporary Sr1t Drtch
Temporary Drversron
Temporary Srlt Fence
Temporary Slope Drarn
Srlt Basrn Type A
Srlt Basin Type B
Temporary Rock Silt Check Type A -
Temporary Rock Silt Check Type B -
Temporary Rock Sedrment Dam Type A -
Temporary Rock Sedrment Dam Type B -
Rock Pipe Inlet Sedrment Trap Type A -
Rock Prpe Inlet Sedrment Trap Type B -
1636.01 Rock Srlt Screen
1630.04 Strllrng Basrn
Rock In1Pt SPdrmPn Tr~n
1632.01 Type A
1632.02 Type B
1632.03 Type C
868.01 Rrp Rap
Prpe Outlet Energy Drsrpator
Ditch Lrner
Prpe Outlet or Inlet Stabrlrzatron
Envrronmentally Sensrtrve Area
Sumhnl
rso
i0
0 0
Ao 0
oho
o,ooo
0 0
B °U~
ago
00pO0
000000 0

A o^g - OR - A
oooaoo
000000
0 0 0
B oDo - OR - B S

000000

000000 0

o a 0
C o
~0 - QR - C
0 0
77Ji7l7777 RR\l\\/
D

SHEET 8 OF 33
~ ROCK SILT CHECKS - OUTLET
OF PIPE
(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETE
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
MIN,
S~ I
~~+ 18' CSP
RR 18
MIN.
6'
ExisTir+c oiTa
-@m r
24' CSP
RR 24
MIN.
EXISTING DITCH ~~,5'
30' CSP
RR 30
MIN.
EXISTING DITCH g'
36' CSP
RR 36
M~
II'
EXISTING DITCH 10.5'
42' CSP
RR 42

RUTHERFORD COUNTY
SR.i735 BRIAR CREEK R0.
SHEET 9 OF 33

JAMES O.OEVINEY,
MAX 0. DEVINE Y, &
.; ~ 1~\) ROBERT M. DEV[NEY
"'P~ D8. 634, PG. 216, '94
838 MORIAH SCHOOL R0.
CASAR, NC. 28020
(7041538-9071
4>i~zrs'
0.2 MI.
TO SR. 1736
. _~
:BEGIN PROJECT:,Si
BEGIN PROPOSED ;2
STA• 3+50
MgTCH LINE
W
~~~
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i' R/W LT. & RT.
^T
/ A
rs9'
I-2 RD.
;~ I
3
'.
~.
2
I+21 PED
16'RT.
EXISTING
50' X 24' CSP
~n,~iirvt, K/W
u~'+
ea>oce _ 0.6 MI. TO I
• zle ri rvci eN0 C~

w
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aw u
¢¢
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RUTHERFORO COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 10 OF 33

~TC,4
7
,@~.~ ,
/b~^, ~
~~
JAMES O.OEVINEY,
MAX D. DEVINEY, &
~~~ ROBERT M. DEVINEY
_ 1J~ ICJ DB. 634, PG. 216, '94
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
c70a1538-9071
6
5
j
... >x5 7 Gvr'' ~- .~
EXISTING
1 40' X 18' CSP
4

RUiHERFORO COUNTY
SR.I735 BRIAR CREEK R0.
SHEET 11 OF 33
_1
MATCH LINE STA. 11+50
~ ~ I 1 ~Kx
a~
29b
JAMES 0. DEVINEY,
MAX 0. DEVINEY, &
I ROBERT M. DEVINEY
._ DB. 634, PG. 216, '94 ~k~Y
838 MOR[AH SCHOOL RD. ~,p63'
CASAR, NC. 28020 Q'~s,~
[phone]
~3

.5'
W F~ WJ
x
of
~I
Y
W
wl
u
al
m
~~
EXISTING
DRAIN T/0 Ri,
i
EXISTING
26' X 18' CSP
sW k9~.kc ~
V
w P `~
~iM1'f
y
W
K
2 1'1
,~ MATCH LINE STA. 7+50
10
9
8

RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET l2 OF 33
1
MATCHH LINE STA. 15+50
'M i
3x12z3~-
i~P`~
psius
-~
ate'
a°i
i
JAMES 0. DEVINEY, -
MAX D. DEVINEY, & Wqn,~ a
~~;~7 ROBERT M. DEVINEY ~ --
J~~ D8. 634, PG. 216, '94 ~RM
838 MOR[AH SCHOOL RD.
CASAR, NC. 28020
c7Oal 538-9071

12+78 P.P.
4 S'L T.
~j3
/ \
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3~~`1~9'Wt~ EXISTING
_ 28' X 18' CSP
IS
14
13
12
«,_..

RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 13 OF 33

19
18
JAMES 0. DEVINEY,
MAX D. DEVINEY, &
O ROBERT M. DEVINEY
DB. 634, PG. 216, '9a
838 MORIAH SCHOOL
CASAR, NC. 28020
[phone]
17
16+82 P,P.
26'LT.
16

;:
:r:.
. .~ rT A IQ+nn

' RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK R0.
SHEET 14 OF 33

MA rON
C IN
E
STA• 23+p0 23
Ioo~ m
~. / N EXISTING
_ 24' X 18' CSP
O MAX D. DEVWE.Y I `" m
O8. 531, PG. 705, '88

838 MORTAR SCHOOL
RD. I
CASAR, NC. 28020

[phone] I

22
N
p
~/.
~
ro ~
W
i

Im
~
MAX D. DEVINEY
~
-- ~ DB. 531, PG. 705.'88
p 838 MORTAR SCHOOL R0.
n CASAR, NC. 28020
R
m
p
m [phone]

31x9 k5~ ~r
~'~`
ti
~
7y~~~ a EXISTING
ti ~ '" m 30' X 18' CSP
SF~ \\3•~2~5 i
PaB
~
ASJN3 ~
\\
¢ v
o 2.8' 2
JAMES O. DEVINEY, a
\o~ a °
ROBERT M. DEVINEY,& a
o
`"i
\ A
~
O MAX D. DEVINEY
' ~,
\ \~a ~
DB. 427, PG. 692,
81
.. 838 MORTAR SCHOOL R0.
CASAR, NC. 28020 19+99 P•P• 20
25'RT
[phone] I ~~ .
\ I
IDD~• I
~
P~
\ I I -
I I a

n s

JAMES 0. DEVINEY, n
x
MAX D. DEVINEY, & " I t~
~.~
~ ROBERT M. DEVINEY MATCH L NE S TA. 9+00
D8. 634, PG. 216, '94
C:
~`;-
+y -~

RUTHERFORp COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET l5 OF 33

MATCHI L/INE STA. 26+50
fl I
(Ga
i
-~ ~ /
MAX D. DE NE.Y 4~i~~3~4
O
D8. 531, PG. 05, '88 R~ N ~
838 MOR[AH CHOOL RD. ~

CASAR, NC. 28 0 ~
(7041538-9071 a
boo
~~

~ I ~t
~Pe`"
Q
Y
W
W ~
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\
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~.

A
26
/~a
~( ~~(l /~
/ 25
EXISTING
32' X 24' CSP
O MAX O. OEVINEY
OB. 531. PG. 705, '88
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
[phone]
Sr~~~
24
23
.,~

RUTHERFORO COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 16 OF 33

29+30 P.P. II A
32'L T.
28+80 END WELL HOUSE
27'L T.
28+74 BECIN WELL HOUSE
28'L T.
28+67 END HEDGE
24'LT.
28+27 TREE
36'L T.
28+06 BEGIN HEDGE
31'L T.
27+94 TREE
2 7.5' L T,
O MAX D. DEVINEY
DB. 531. PG. 705. '88
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
[phone]
I~~
-+•
~%
J
HOUSE
~~+v
~~N~ S~ P
P~ CN
~~ \~.~
~P~ ~ ~
I I LOG

a`P I I ~ --~
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4xly,3.
Ty~ ~
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~ 7 i
o ~xd x3'
Tync.B
' ~ns7~
L
29+81 TREE ~ O
16'RT. tT0 BE CUTI
29+IS
16'RT.
29+10
28' R T.
28+57
19'RT.
TREE
(TO 8E CUiI
PED
29
TREE
(TO BE CUT)
O MAX D. DEVINEY
27+67 P. P.
4'RT. (MOVE)
Extsrlrvc
Z4' X 18' CSP i
08. 531. PG. 705, '88
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
[phone]
c.,(p ~~ ewe
i i _ Pm>l
S mPn
MATCH LINE STA.
26+Sn
28
7

RUTHERFORD COUNTY
SR, 1735 BRIAR CREEK RD.
SHEET t7 OF 33

cTA
~+50

33+41 TREE
17'RT. (TO BE CUT1
33
IAA
2°rb
32+28 TREE
18'RT, fT0 BE CUT1
5 - $Tk.ELEC.FENCE 3 2
O MAX D. DEVINE.Y
DB. 531, PG. 705, '88
838 MORTAR SCHOOL RD.
CASAR, NC. 28020
[phone]
O MAX D. DEVINEY
08. 531, PG. 705, '88
838 MORTAR SCHOOL R0.
CASAR, NC. 28020
(7041538-9071
31+34 TREE
16'RT. (TO 8E CUT)
31+23 WEII 3
35'RT.
31+20 PED
30'RT,
30+58 TREE
i5'RT. RO BE CUTI
30+23 FREE
IS'RT. (TO BE CUT)
30+08 P. P. 30
IS'RT.

RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 18 OF 33

JAMES 0. DEVINEY,
ROBERT M. DEVINEY, 8
~~ MAX D. DEVINEY
~/ OB. 427, PG. 692,'81
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
(7041538-9071

O MAX D. DEVINEY
ExISTING
DRAIN T/0 LT.
t
MA

MATCH LINE ST A. 37+50
f~ I
1
k~
1A
- 1~ ,
A 1
\P
0
~ 1
~1 ~_.
\!a. I I
~,
%~
D8. 531, PG. 705, '88
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
(7041538-9071
LINE STA. 33+
O M, 0. DEVINEY LUMBER CO., INC.
7
~~~~~
1 ~° ~\
~I 36
~~ MAX O. DEVINEY
DB. 846, PG. 334, '04
838 MORIAH SCHOOL RD.
casAR, Nc. zaeze
[phone] 3
~~ DB. 531, PG. 705, '88
_. 838 MORIAH SCHOOL RD.
CASAR, NC. 28020
(704)538-907]
35
~ c~
'~r~ 6
ti
~ 34+BO E.I.P.
53.8'RT.
\ 34+47 PED
'v 13.5'RT, (MOVE)
34

1
M. 0. DEVINEY LUMBER CO., INC
38+58 SURVEY MARKER CODE
13.7'L 7. 4010 (NEED OFFSET)

JAMES 0. DEVINEY,
ROBERT M. OEVINEY, &
O MAX 0. DEVINEY
DB. 427, PG. 692, '81
-~ 838 MORIAH SCHOOL RD.
' CASAR, NC. 28020
c704)538-9071
OB. 846, PG. 334, '04
838 MORIAH SCHOOL R0.
CASAR, NC. 28020
[phone]
RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK R0.
SHEET 19 OF 33
M~~ti ,
J T ~ 9j%SO
i
/ ~ ~~r
~ ~~
. / ~/~~ f
~-, I ~I
I ~I j
~ m~
~, ,.
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w~9~~ ~ ~c(2.3
4bl, Y° ~TPcg
~'~"' 9 0
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l= l
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1\ 1\
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°~
~~
~~
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~~ \.
O M. 0. DEVINEY LUMBER CO., INC.
39
D8. 846, PG. 334, '04
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
(704) 538-907]
38
x
~~1Si;.,:..

RUTHERFORO COUNTY
SR, 1735 BRIAR CREEK RD.
SHEET 20 OF 33
1
ExISTiNG
DRAIN T/0 LT
MATCH LINE STA. 45+50
yxlZx3 ~ I w x
45
JAMES O.OEVINEY,
MAX D. DEVINE Y. &
ROBERT M. DEVINEY
O c/o M. O. DEVINEY LUMBER CO., INC.
:~

DB. 749, PG. 308, '00
838 MOR[AH SCHOOL R0.
CASAR, NC. 28020
(7041538-9071

3K°~,K37
t T~,,~, g
~.~,
EXISTING
DRAIN T/0 RT.
44
~~~m ~ 4 3
M. 0. OE VINEY LUMBER CO., INC.
OB. 846, PG. 334, '04
838 MORIAH SCHOOL RO.
CASAR, NC. 28020
1704)538-9071
42

RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 21 OF 33

49
`.
lot
1°~
JAMES 0. DE VIP
MAX D. DEVINEI
ROBERT M. DE V:
c/o M. 0. DEVI<`
DB. 749, PG. 30E
838 MORIAH SC
CASAR, NC. 2802
[phone]
48
M. 0. DEVINEY LUMBER CO., INC.
D8. 846. PG. 334, '04
838 MORIAH SCH00~ RD.
CASAR, NC. 28020
(7041538-9071
47
46
i~

RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 22 OF 33

~~
MATCH LINE STA. 5
m N
9 A
9
J
m D
m m I U1
x m
:~'~
JAMES 0. DEVINEY,
MAX 0. DEVINEY, &
ROBERT M. DEVINEY
~~ c/o M. O.OEVINEY LUMBER CO.. INC.
~~ DB. 749, PG. 308, '00
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
[phone]
).07
¢~
2
W
nl
53+79 P.P.
22'RT.
"~~' 53
O M. 0. DEVINEY LUMBER CO., INC.
OB. 846, PG. 334, '04
\ 838 MORIAH SCHOOL RD.
CASAR, NC. 28020
(7041538-9071
ENtP•
,ej ~/
~~ `,~.
._ ~'~ k3
52
51
50
yo`
1m
t•~
'4':a

1
_.` 1
/STA. EQUALITY: I MATH ~iN
STA. 57+04.18 BACK = I E
STA. 56+76.48 AHEAD /
W
U W
~ U
Q /
Y O /
m m //
~~.,,,~
I I ~P~'.
JAMES 0. & w
COLLETTE W. DEVINEY I lU
pB. 299, PG. 374, '67 ~
638 MORTAR SCHOOL RD. I a
CASAR, NC. 28020 m
[phone] ~ Ir~i
n
~.~ ~ IN II
c'~
~ \
JAMES 0. DEVINEY, \\
MAX 0. DEVINEY. &
ROBERT M. DEVINEY '
c/o M. 0. DEVINEY LUMBER CO., INC.
OB. 749, PG. 308, '00
838 MORTAR SCHOOL RD.
CASAR, NC. 28020
[phone]
e9
X99
S TA
m\
O
pl
1 I
If
~~'
~.-
RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK Rp.
SHEET 23 OF 33
57+00 AHEAD
57+00 BACK
56
O M. 0. DEVINEY LUMBER CO., [NC.
OB. 846, PG. 334, '04
838 MORTAR SCHOOL RD.
CASAR, NC. 28020
(7041538-9071
55

~~~-~\~
54

RUTHERFORD COUNTY
SR.t735 BRIAR CREEK RD.
SHEET 24 OF 33

JAMES 0. &
COLLETTE w.DEVWEv
D8. 299, PG. 374, '67
838 MORTAR SCHOOL RD.
CASAR, NC. 28020
[phone]
I MATCH LINE
S TA. 61+pp
C
~ ~
W
~ Y I
u W I
a
¢ m I I
m
I I I
I
61
60

I IN
I
Y O
W Y li
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Q u
m ~ I
I I i
~\ i ~ ,
O M. 0. DEVINEY LUMBER CO.. INC.
59
~~T
r
~1~~~
~~y~
DB. 846, PG. 334, '04
838 MORTAR SCHOOL R0.
CASAR, NC. 28020
17041538-9071
58
,~

~l
JAMES 0. &
COLLETTE W. DEVINEY
RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
' SHEET 25 OF 33
O~
h~P 90
~~~`~ ~ ~l~tii4 3 ~ 6 5
~P ~ ~
\\~ S, f
\ -r ir~+ XISTING
~ ~ \ ~~}5~36' X 24' CSP 6
q /nom p
JB_ vgCq ', O ~ pp yQI OI l `-[i~l~ ~7~
cgFFf ~Fl- Y 6 CV / W ~ ~ `~
~\ ~ ~~ 60 2 tY
O8. 299, PG. 374, '67 ~~ /~ ~n/
~38 MORIAH SCHOOL RD. /fl`/ / 63
ASAR, NC. 28020 /
1704)538-9071 3
~ /
2~ o O M. O.DEVINEY LUMBER CO..INC.
a° 2 5, ob OB. 846. PG. 334, '04
~ ,~ 838 MORIAH SCHOOL RD.
a / / ~ CASAR, NC. 28020
v l,tJ
~ ~/ c70ai 538-907]
~~
~ I ~ 62
3 a k9u I I
Y~L D I
I EXISTING
I 24' X l8' CSP
x - G,.
=iLa3
r
I ( ~B
m I ~
MATCH LINE STA. 61+00 6I

RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 26 OF 33

JAMES O.~
O COLLETTE w. OE VINE
DR. 299, PG. 374, '67
838 MORIAH SCHOOL
CASAR, NC. 28020
[phone]
~~
i
ATCH LINE
STq, 69+p0 69
I I ~
y ~ ~ a~
I I
I I
I 1 68+08 P.P. 6 8
I I 27'R T.
I~ 67+90 G.W.
J 29'RT.
Y I
W
U
~¢ I
a
a~
.STEEL POST FENCE
_:~
,,..:
;::... .
s .1.7.E .::a£a~",=:"
67
v M. 0. DEViNEY LUMBER CO., WC.
2.5 2 5 ~ O 08. 846. PG. 334, '04
m
° 838 MORIAH SCHOOL RD.
~ CASAR, NC. 28020
I I [phone]
66
'~ 1 ` ~~ _.
1~
1~
pTCH `INE S1 A• 65+OD 65

RUTHERFORD COUNTY
SR, 1735 BRIAR CREEK RD.
SHEET 27 OF 33

,~ JAMES 0. &
O COLLE7TE W.DEVINEY
08. 299, PG. 374, '67
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
[phone]
MATCH LINE ST A. 73+00
( 72+93 P.P.
10'R T. (MOVE)
m I
ua
my
nD I
~xm
F
I ~ ~ PR-~
~ ~ ~ ~~
N
D
v I
m
Ip
I~
m
~x I
'III
I •°
I A
I ~ aD~

l~ I~~I
TCH LINE ST 6AE ST 9
73
72
JAMES 0. &
O COLLETTE W. OEVINEY
OB. 299, PG. 374, '67
838 MORIAH SCHOOL R0.
CASAR, NC. 28020
[phone]
~,
71
/ ~
M. 0. OEVINEY LUMBER CO., INC.
DB. 846. PG. 334, '04
69
;.;.. ,

JAMES 0.8
O COLLETTE W.DEVINEY
OB. 299, PG. 374, '67
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
(7041538-9071
3w x9wk~
l
MATCH LIN
MATCH L
RUTHERFORO COUNTY
SR. 1735 BRIAR CREEK R0,
SHEET 28 OF 33
STA. 76+50
4 riZ~ 3
Ty~s
R,~s~.,us
A. 73+00
76
75
JAMES 0. & ~ ~ -
~~ COLLETTE W. OEV[NEY
~~ D8. 299, PG. 374, '67
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
(7041538-9071
lW /
e--
74
73

y TC
y ~~~
- \~\ ///
\I 1 /
IWI /~
col /
of /
~~ ~~
I / ~ ~~
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SHEET 29 OF 33
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JAMES 0. &
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DB. 299, PG. 374, '67
838 MORIAH SCHOOL RD.
CASAR, NC. 28020
c70a1538-9071
78
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RUTHERFORD COUNTY
SR. 1735 BRIAR CREEK RD.
SHEET 30 OF 33
1
JAMES O.DEVWEY,
ROBERT M. DEVINEY, &
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~~ DB. 389, PG. 517, '77
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CASAR, NC. 28020
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CASAR, NC. 28020
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CASAR, NC, 28020
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08. 299, PG. 374, '67
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CASAR, NC. 28020
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CASAR, NC. 28020
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NORMA SMITH SAIN
O8. 805, PG. 550. '02
1835 RESS CHAPEL CHURCH RD.
CHERRYVILLE, NC. 28021
[phone]
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SR. 1735 BRIAR CREEK RD.
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DIVISION OF HIGHWAYS IY^ ~~]y :,_h
HIGHWAY BUILDING PREPARED BY SDK DAR '~LL srA
~~' P. O. BOX 28201 CHECKED oY DAT6 8TR
.LEIGH. NORTH CAROLINA 27611
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o I Begin project at survey station 0+00 in the center of SR. 1733,
thence in a northwesterly direction for a distance of 9,456 feet,
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