20110454 Ver 1_Application_20110512

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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATI?`QSZ,),/yQ ry
BEVERLY EAVES PERDUE EUGE(. CONTI, JR.
GOVERNOR SECRETARY
May 10, 2011
Ms. Lori Beckwith
US Army Corps of Engineers
151 Patton Avenue, Room 208 110454
Asheville, NC 28801-5006
Subject: Nationwide Permit 414
SR 1919 Rich Mountain Road
State Project No. 13C.012016 (DWQ Minor Permit Fee $240)
Burke County, NC
Dear Ms. Beckwith:
I have enclosed a straight-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 1919
Rich Mountain Road, Burke County, NC.
We propose to replace/extend four pipe culverts on UT's to Henry Fork and Ivy Creek.
Henry Fork is classified as ORW and Ivy Creek is classified as Trout, ORW. Total
additional permanent stream impacts will be 90 feet. A temporary impervious dike or
pump-around operation will be used for dewatering during removal and installation. The
UT's are 2-4 feet wide, respectively with gravel/sand/silt substrate.
Existing channel morphology will be maintained upstream and downstream of the
culvert. The culvert 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/doh/operations/divisionl3
Ms. Lori Beckwith
Page -2 SR 1919, Burke County
May 10, 2011
As a part of the 401 Certification process, a copy of the application will be forwarded 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 Ron Linville, North Carolina Wildlife Resources
Commission Coordinator, to comment directly to the Corps concerning the permit
request.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. The UT's to Ivy Creek are classified trout. A trout
buffer variance will not be required for the project.
By copy of this letter, I am forwarding 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 charge the
application fee of $240.00 to WBS element # 13C.012016. Please forward comments
directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
D.R. McNeal, P.E.
Ed Ingle, CPESC
Ron Linville
Mike Parker
Brian Wrenn
i t > t L.Jl17LJ?
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the
Corps: X Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? X Yes ? No
1d. 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
le. 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 In. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes X No
2. Project Information
2a. Name of project: SR 1919 Rich Mountain Road
2b. County: Burke
2c. Nearest municipality / town: Morganton
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: 13C.012016
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 Version
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: rdbrvanCo)ncdot.gov
5. Agent/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name
(if applicable): N/A
5c. Street address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N/A
5f. 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: 35.63824° N Longitude: 81.66291°W
1 c. Property size: 3.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Henry Fork (C, ORW), Ivy Creek (C, Tr, ORW)
proposed project:
2b. Water Quality Classification of nearest receiving water: C, Trout, ORW
2c. River basin: Catawba
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:
200
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? ? Yes X No ? Unknown
Comments: Non-blue line streams, Field evaluated by
NCDOT
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Corps
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
See 5b below.
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 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
I 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) DWQ - non-404, other) (acres)
Temporary
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
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. 39.
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 XP ? T Pipe Culvert UT to Henry Fork X PER
? INT X Corps
X DWQ 4 26
S1 ? P X T Dewatering UT to Henry Fork X PER
?
INT X Corps
X DWQ 4 50
S2 X P ? T Pipe Culvert UT1 to Ivy Creek X PER
?INT X Corps
X DWQ 2 20
S2 ? P X T Dewatering UT1 to Ivy Creek X PER
? INT X Corps
X DWQ 4 50
S3 X P ? T Pipe Culvert UT2 to Ivy Creek X PER
? INT X Corps
X DWQ 2 20
S3 E] P X T Dewatering UT2 to Ivy Creek X PER
? INT X Corps
X DWQ 2 50
S4 X P ? T Pipe Culvert UT3 to Ivy Creek X PER X Corps 2 24
? INT X DWQ
S4 ? P X T Dewatering UT3 to Ivy Creek X PER
? INT X Corps
X DWQ 2 50
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version
3h. Total stream and tributary impacts [pet
m200
mp
31. Comments:90 feet of permanent and 200 feet of temporary impacts.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributar es, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?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 complete the chart below.
5a.

Pond ID 51p.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 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 Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ?P?T ?Yes
? No
B2 ?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
la. 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.
1b. 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
21b. 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-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? 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
buffer mitigation? ? Yes X No
61b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 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 ? Yes X No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management 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 Government
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? N/A
? Phase 11
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? 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 Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
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)
la. Does the project involve an expenditure of public (federal/state/local) funds or the 23 Yes ? No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. if you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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 ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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?

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 distribution/habitat 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 ? 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?
Current maps.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? Current FEMA Maps
Roger D. Bryan n s 5/10/2011
Applicant/Agent's Printed Name 9pplicant/Ag is Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
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Name: MORGANTON SOUTH Location: 035.6370743° N 081.6595693° W
Date: 5/10/2011 Caption: SR 1919 Rich Mountain Road
Scale: 1 inch equals 2000 feet Burke County, NC
copyright (C) 1998, tdaptech, Inc.
Figure 1. SR 1919, Site 1, Station 4+50, UT to Henry Fork, Burke County, NC.
Figure 2. SR 1919, Site 2, Station 19+00, UT3 to Ivy Creek, Burke County, NC.

?? ? ?isti ^'S 1st" '+.? ? ^?ird'J ." T ? ,.:'' ? S?
;ft .?,.?.a°"?vy? y;. ?4'Ci"t,? Ysti?tt t + -' - ' l' `.: °?!e'. ..,-1. s ?
Figure 3. SR 1919, Site 3, Station 24+00, UT 2 to Ivy Creek, Burke County, NC.
? x
.j
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Figure 4. SR 1919, Site 4, Station 30+50, UT3 to Ivy Creek, Burke County, NC.
SECONDARY ROAD PAVING PROJECT
SHEET 1 OF 29
COUNTY: Burke TOWNSHIP: Upper Fork
PROJECT: SR 1919, Rich Mountain Road LENGTH: 3,200 feet, 0.61 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY #:
LOCATION: From SR. 1918, thence for 0.61 miles SUBD/RESID. PRIORITY #:
WBS ELEMENT NO: 13C.012 CONSTRUCTION W. O. NO.
DATE: 2/15/2011 SCALE: 1"=50' DRAWN BY: D.G.M.
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.
Page 1
SR 1919, RICH MOUNTAIN
BURKE COUNTY
,SHEET 2 OF 29
TYPICAL SECTION
R/W
50'
7'
PAVEMENT
A. FILL SLOPE
B. SHOULDER SLOPE
C. DITCH SLOPE
0. CUT SLOPE
9' 9'
)/y' PER FT. SLOPE
2 :I
I' PER FT.
4 : 1
11/2: 1
R/W
4

4'
I:I SLOPE
ABC COMPACTED
ABC LOOSE
TONS (DRIVES)
STONE BY
TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)
,SHEET 3 OF 29
FULL
SUPERELEVATION
7FULL SUPERELEVATION
SECTION - EE
2/3
SUPERELEVATION
2/3 SUPERELEVA TION
P. C. OR P. T.
SECTION - DD
SUPERELEVATION =
NORMAL CROWN NORMAL CROWN
SECTION - CC
LEVELS NORMAL N
SECTION - BB
NORMAL CROWN-1 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 - DO
Example: if maximum superelevation is +.06 -.06, the superelevation
at the point of curve or point of tangent is +.04 04
.06 X 2/3 = .04
Superelevation for 18' Pavement
.02 0.4' E.P. to E.P. -
.04 0.7' E.P. to E.P.
.06 1.1' E.P. to E.P.
.08 1.4' E.P. to E.P.
Normal Crown - 0.2
Sheet 4 of 29
EROSION CONTROL PLAN SHEET
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 29
PIPE INSTALLATION NOTES
1) Install erosion control devices. Pipe to be placed in the dry.
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.
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.
SHEET -B--OF 29
9
3
1' f J
Q
r ?
¢ 11
o a S_
LL -- O
CyN ?_ - - O. LL I ? ¢9
¢ Q Q
amt >. ¢ I m -.wn_u
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aw> - n 2 c
HOO`...... n _._.._?..... _. ?ZU
ti
` M X. Z
Q u.U QQn
wLL= `? W 6 Ha J
JfO 0=
LLJ i-.mUl ?i LLNZ
_ - I
M-Z
uia r-
J H X Q7 (7W ?I.
mi (704
LL W2-
LL ?VN W -
wo 1
Q NQ r
m
?F-
m . F- -
_a -
{,,4 w W cn d
}w( m? Wm
LL I LL 0 LL •maxx
>? x ors
ou < =0W --c~7QO3Z
±,?? .... w 023 J Q F J
LLar s QO wv7 c7z
¢ Z J Z Z W
O Q= W W MM W W M W M W (n
?3w ZJlnLLfnJQ
ti J i.. W H~QQQ Ct]
V LL¢? WMDMMMM
xm WSf
W2 F- Wx WJ •H
LLwa F-0Hm1-"F-
J J Q " In lL C7
cioZ c-J z 1L
z0+-
-Q-C 3m02 Qcn IT
Z J LL? U) Z CC L i--i LL
Z"QOOOZO
It, Npr< lnF-C7U-IMO
oows- wQZ--J F-z
>>xOx ..J .4 CVQ 1-.
66 L) o< W LL 0 U ?•-•H fA U (n cn
my m-?
OF- LL I Q aF3 Z W as
Z M 0 1-. J w
ER OS ION COI VT R OL SHEET 70F29
DC TOI ES ANO
SP ECIFICATION S
Std. " OPT to ion S bo
1630
03 Silt Ditch
Temporar TO
. y
1630
05 Diversion
Temporar To
. y
1605
01 Silt Fence
Tem
rar
. po
y
1605.02 Special Sediment Control Fence
1622
01 Slope Drain
Tem
orar
. y
p
01
1630 pe A
Silt Bann T
. y
1630
02 pe B
Silt Basin T
. y
1633.01 Temporary Rock Silt Check Type A -
1633.02 Temporary Rock Silt Check Type B -
1634.01 Temporary Rock Sediment Dam Type_ A -
1634.02 Temporary Rock Sediment Dam Type B -
1635.01 Rock Pipe Inlet Sediment Trap Type A - A0U0
1635.02 Rock Pipe Inlet Sediment Trap Type B - B
o
o
0
°°°
1636
01 Rock Silt Screen
.
1630
04 Basin
Stillin
. g
Rock Inlet. Sediment Trap o°°°°o °
1632
01 T
e A A g0? - OR - A
. yp °°°°°°
°
o°°°°O° °
1632
02 T
e B B g
0o - OR - B
g
. yp .
°
°°°°°° °
° ° °
1632
03 T
e C C
O - OR --C °
. yp o
°
868
01 Ri
Ra RR
. p
p
y Disipator
e Outlet Ener
Pi
g
p
Ditch Liner

e Outlet or Inlet Stabilization
Pi D
p
. Environmentally Sensitive Area
?ntti o ur ??
ROCK SILT CHECKS
- OUTLET OF PIPE
""'IDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
M?IN.?
I ?
FiiITiCL512u ? ?S
IB' CSP
RR 18
MIN.
EXISTING DITCH
24' CSP
RR 24
MIN.
m
EXISTING DITCH 7.5'
30' CSP
RR 30
Mm
9'
EXISTING DITCH
36' CSP
RR 36
- MIN.
II'
EXISTING DITCH
42' CSP
RR 42
BURKE COUNTY
SR. 1919 RICH MOUNTAIN RD.
SHEET 9 OF 29
AT
CH CEMENT BOX
CANE Sr IN DITCHLINE
_ A'2+SQ TO BE REMOVED
I TO R/W LINE
/ 6!
WAr VWArrLE EXISTING 40' X 18" CSP
EXISTING PIPE ELEVATION
WvITy-LE NOT TO BE RAISED DURING 2
wRrzr I CONSTRUCTION
I ¢
r DOT TO PLACE CONCRETE
3 I f I m t
HARLEY LPREWITT JR. PAD PIPE OUTLET PROTECTION
i x
D8. 89. PG. 134,' 89 5•I 5, y WHERE DRAIN LINES END
5205 APPLETREE LANE Z Z
MORGANTON,NC.28655
w l a l 6 HARLEY L. PREWITT JR.
OB. 89, PG. 134. ' 89
5205 APPLETREE LANE
?--? MORGANTON, NC. 28655
A I
PS??
'PqM
EXIST, 75, MplNt 1?,?
75' 15R 1 SR. 1919
1919 sp M?50?
y? ? 3o Sa X918
+44 P.P l.2
261 T.
v'so Zm
4 s
9O? EXISTING 60' X 18" RCP
0
BEGIN PROJECT STA.0+00 (? SR. 1918
BEGIN EXISTING 25' R/W LT. & RT.
I
I
m
I F
I
I N
F I -
I
I
I w NOTE:
:I PER PERMIT CONDITIONS FOR
CORPS & WILDLIFE. ALL PIPES
i'I o o IN STREAMS MUST BE BURIED
X11 N ~
12" DEEP.
BURKE COUNTY
SR. 1919 RICH MOUNTAIN R0.
SHEET 10 OF 29
6+95 P.P.
13'R T.
\ SSµEP?' 6+94 PED
/ m i3'RT.
r 6
1 1 Q 5+86 FED
I u,l rl?/? 16'RT.
I
I ?PkN
5+85 P.P.
I ? 16'RT.
I
er'CS ?-
HARLEY L.PREWITT JR.
OB. 89, PG. 134, ' 89 TrL
5205 APPLETREE NE CS I w? ,*m STfe I
MORGANTON, NC. 8655 E/XX? IIi^STTING 24' X 60" CSP
f q' ' REAM
Fl kTftE V
F ? a ? i H F4
Q
U Win 4
W1 PPrai9
P O
P
HARLEY L. PREWITT JR.
OB. 89, PG. 134, ' 89
25, x C 5205 APPLETREE LANE
5• N
MORGANTON. NC. 28655
I 3
Wf1T7l.Jr
I I PAM
MATCH LINE STA.2+50
BURKE COUNTY
SR. 1919 RICH MOUNTAIN R0.
SHEET 1 29
Mq T ?H
c?NF s ux8rz3 /n?? 6?F?s
4 SOW FENCE
MOVE OFF R/W DOT llx5 4 ED
T
EXISTING 32' X 18' CSP
EXISTING 32' X 18' CSP 9' OR. R0. NAAVHO TRAIL
II
S- ao J. SUTTLES &
STA. 10+39 q SR. 1919 0. SUTTLES TRUSTEE
END EXISTING 25' R/W LT. & RT. O 08. 1531, PG. 531,' 06
BEGIN PROPOSED 25' R/W LT. & RT. \X- 12• 1-2 OR ? 2561 ENOLA ROAD
X Y SST MORGANTON, NC. 28655
Z Q16 A,
ELECTRICAL LINES UNDER ROAD 10
ENCASED IN 2' PVC PIPE
\, I REMAIN BY ENCROACHMENT PC a )c 3
si- I T'fCta3 \
7Z
JAMES OLIVER & r
REBECCA SUTTLES
f
2 OB. 1336, PG. 902. ' 04 W
6110 RICH MOUNTAIN ROAD
MORGANTON, NC. 28655
JAMES 0. &
REBECCA A.SUTTLES
DB. 621, PG. 512, ' 82
uJ? \7 6110 RICH MOUNTAIN ROAD n
MORGANTON,NC.28655 7
s?
Np\
\ D \
z
HARLEY L.PREWITT JR.
B. 89, PG. 134E. ' 89
5205 APPLETREE LANE
MORGANTON, NC. 28655

R,
o?
?x
? P•

R,
8
HARLEY L.PREWITT JR.
OB. 89-PG. 134E, ' 89
5205 APPLETREE LANE
MORGANTON, NC. 28655
7
JAMES OLIVER &
D REBECCA SUTTLES
"'L `D8. 1336, PG. 902, ' 04
6110 RICH MOUNTAIN ROAD
MORGANTON, NC. 28655
4 SEW FENCE
MOVE OFF R/W DOT
M P? C\A \-\N ? IkTr?
x
I?
11Q
F
?'
o/
I? I
I?
x IN
C ?'?S f
v
0
I ?
25 25' °
0
X m
?1 I I A 1
f v
I I
I I ??Trr-w / o
1?1
L I
I
4
BURKE COUNTY
SR. 1919 RICH MOUNTAIN
SHEET 12 OF
iFL-
15
14
J.SUTTLES &
O D.SUTTLES TRUSTEE
DB. 1531, PG. 531. ' 06
2561 ENOLA ROAD
MORGANTON, NC. 28655
13
12
Tq / SO
M JT
+i PED
35'L T.
R
V?
_ Z. 51P ?
to, Oq DR
X-
c-
4 SBW FENCE
MOVE OFF R/W DOT
JAMES OLIVER &
(Z)REBECCA SUTTLES
DB. 1336, PG. 902, ' 04
6110 RICH MOUNTAIN ROAD
MORGANTON, NC. 28655
A
BURKE COUNTY
SR. 1919 RICH MOUNTAIN RD.
SHEET 13 OF 29
S
/_g-,L SO
k
TyPf F LX
\ LAY. ?RfP 1 P
trF 19
EXISTING 30' X 0' CSP
?XIO'K Gr s?) X30 ,
STA. 17+92 FL SR. 1919
END PROPOSED 25' R/W LT. &
& RT.
I I
I I I0 18
x I pl ?
?I r THOMAS W.&
y O.
vl (? ATT GLORIA 0. SUTTLES
I
. I i mti O OB. 621. PG. 495. ' 82
i 2332 CRESTVIEW STREET
y MORGANTUN,NC.28655
I ~I
zV
xl ?
17
I I ?
A
a I ?
a 2 , oN.
l?
O A
n. f
o I
o:
a
4?7
XI I
N ? lNE
STq lS*S0
J.SUTTLES &
16
O O.SUTTLES TRUSTEE
08. 1531. PG. 531, ' 06
2561 ENOLA ROAD
MORGANTON,NC.28655
o wl Qf?
S? P?II ?
w d
l 0
BURKE COUNTY
SR. 1919 RICH MOUNTAIN RD.
SHEET 14 OF 29
23
22
JAMES OLIVER &
ECCA SUTTLES
OB. 1336, PG. 902, ' 04
6110 RICH MOUNTAIN ROAD
MORGANTON, NC. 28655
25
COUNTRY BLUE,LLC
i
o/
w U
/P J
? / Y
// _ 10 SOIL L ENTR,
MATCH LINE STA. 19+50
W 4'rTL28 ROMEY CAMPBELL ROAD
?/ LLENBORO, NC. 28040
21
20

BURKE COUNTY
SR. 1919 RICH MOUNTAIN R0.
SHEET 15 OF 29
JAMES OLIVER &
'ECCA SUTTLES
?-. 1336. PG. 902. ' 04
6110 RICH MOUNTAIN ROAD
MORGANTON, NC. 28655
MATCH LANE ST p• 21 }`JV
PTLX-
I ? p'fT1..F.
I ?

w i ?l
I
EXISTING 26' X 18' RCP
27
26
PAVEL &
OKSANA N. SHIROKOV
DB. 1661, PG. 514, ' 07
11949 86TH AVE N.
OSSEO. MN. 55369
25
ip-
Li
z' SiRElS r '?
Mq rCH LIN
3+SO
Srf e3 24
EXISTING 30' X 24" CSP
GfT2 ,?.??y Cvee?r
l`n2 ' S?Uf,- [f(r
COU TRY BLU .LLC
DB. 1625. PG. 352. ' 06
828 ROMEY CAMPBELL AD
ELLENBORO, NC. 280

30+51 PED
17'L T.
ARVIS B. &
"'MBERLY S.BOUGHMAN
. 1472, PG. 140.' 05
P.O.BOX 2795
DREXEL, NC. 28619
FL
JAMES OLIVER &
REBECCA SUTTLES
DB. 1336, PG. 902, ' 04
6110 RICH MOUNTAIN ROAD
MORGANTON,NC.28655
R MATCH `
'g' CR. ENTR,
ST A 3?+50
? Wk?r IPA
\I
.3X9;31 rH
?' Z. ST REQM ?' /?TTL
r
? ?rj PTrLs--
? ? wI PRM
\ m
v 5' 5' 10?
z z U
r- n
x ?
w f
v ?
I I I W i?
JA
A- 27+50
BURKE COUNTY
SR. 1919 RICH MOUNTAIN RD.
SHEET 16 OF 29
PAVEL &
OKSANA N.SHIROKOV
DB. 1661, PG. 514, ' 07
11949 86TH AVE N.
OSSEO. MN. 55369
31
t/T3 to :rvy
EXISTING 26' X 24' CSP
Af &c 4? ? / 'k- ov- t
301
PA
OKSANA N. SHIROKOV
DB. 1661, PG. 514, ' 07
11949 86TH AVE N.
OSSEO, MN. 55369
29

28
PAVEL &
OKSANA N. SHIROKOV
OB. 1661. PG. 514, ' 07
11949 BETH AVE N.
OSSEO, MN. 55369
KAREN LOUISE BAKER 9
© J"
08. 892, PG. 221, ' 97 ///
6387 RICH MOUNTAIN ROAD
MORGANTON, NC. 28680
/ep.
?e
Jr
/ 20
4r
a
?I
I
33+29 P.P. I
\ \
14'L T.
33+18 PED
57'L T. \

KAREN LOUISE BAKER
08. 1514, PG. 629,'05
P.O. BOX 1183
MORGANTON. NC. 28680
T
?? rya I (D
,
KAREN LOUISE BAe
DB. 892. PG. 221, ' 9
P.O. BOX 1183
MORGANTON, NC. 281
All
STA. 33+27 ? SR. 1919
35
34
END EXISTING 25' R/W LT. & RT.
BEGIN PROPOSED 25' R/W LT. & RT.
PAVEL &
OKSANA N.SHIROKOV
DB. 1661, PG. 514, ' 07
11949 86TH AVE N.
OSSEO, MN. 55369 3 3
END PROJECT STA. 32+60 ? SFZ\1919
?32
\\ .?

BURKE COUNTY
SR. 1919 RICH MOUNTAIN R0.
SHEET 17 OF 29
x
36
EXISTING 24' X 18' RCP
4+19 P.P.
6'R T.
1.2
?,\ \ • J 4 • / 0
j ` /.7- , .? z In.'s > ee '? 1428
g? = lid. r
12LO L--
427
IrlgpV / •.Ixn > 124 ,IN9 J 1435 1430
124 1423
14
txb4 1240 _ U.. 1212 . 4 ,N?` • a11to 143 /
141 ISO,
_ • Q + ,ZU II M'_S 1uo Ifl 14 a 1. * • 1118 1-? > I5a
1713 1181 1_a • 3 •, 1504 1- . ?.
/ late ?tr ueli•ua3 143
1119 -t •1505 1 Y•09
-"" SR. 1919, Rich Mountain Road:
`. l•±f, t2b 131
.2e: Begin project at survey station 0+00 in the center of SR. 1918,
thence in a southerly direction for a distance of 3,200 feet,
0.61 miles, to the end of project at survey station 32+00 in the
aw t. b s `;5. 0
02 center of SR. 1919.
.,, '?x]]- /'. Utz > I'-•
1223
s`®, 0 ? 1201 -rxT7 1. /, `• .y,? ?-')? ;\ I_
• 23 1329 w ?r
123] °"?`. ? .a ? ze ;?;•_ •? { ? ®J ? • \ ® ' ? I
t' `es> . . 114] '?? ? 1-•- ? --?
01 •a•'i > bps ? ,.
-. m...,., Q \ ? 111
i 1
1 ' -1129 ? r?!K 21 1 115 112 - ?J / 1 1 • ? 1 - ?? - - ?/
'.I we - x100 tut . ?+s? • • ? . ? /,1 - -
I 1]M 1195
135 I - - \ C r i -
]. 3 108
ra 1 1198 , -fie. n s
I,]2 212
11Za \ W? \ al/' \. .\
? ?? • w _ '•. • ? _ ' 918 191
U-12 '.1111 11- :ti • - of 1 1910.0E _ t99S
It21 / use 951 - !Me
' OJT 192 r?r
i 1129 Ila 1918
'? T \ Mlga\ `
1124 \I O
128 9 --\ 1918\'
G 1 •129 (/-
-Z \ •(1?'11 \ Y 1919
1989 '? ? wcNOro R.?B U\N
cy?
1 ' 1 wcN OEA[ t .? 190c
9
4 ?\ ? -I ,` Qr ?r•IVrI savew uau?9 - I
1-1 1911 ?8ww00ee t ? ?' Si.W..RN
lJ 1 E1FV iw 1 .'{ ' \? ) EIF• ]s.e
a
•• H E R F ????- 1. L 9ocvoao
Ei N
? aa1N S O ' `? j elav
MOO
R ?
9- 0
\ Jam' i
BURKE COUNTY J
C L E V E L A N C