20100354 Ver 1_Application_20100711

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).
Mr. David Baker
Page -2 SR 1433, McDowell County
May 6, 2010
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.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. The UT to Toms Creek is not classified as Trout. A
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.059074. 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,
paa a ?O
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 Parker
Brian Wrenn
OF W A TF9
02 O° 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
1 a. Type(s) of approval sought from the
Corps:
X Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
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
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 1443 Old Toms Creek Road
2b. County: McDowell
2c. Nearest municipality / town: Marion
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no:
130.059074
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 10
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: rdbrvan anncdot oov
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 10
B. Project Information and Prior Project History
1. Property Identification
1a . Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 35.74262 N Longitude: 82.06468 W
1 c. Property size: 1.3 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
UT to Toms Creek
2b. Water Quality Classification of nearest receiving water: HQW
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/extend one pipe on jurisdictional stream. 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 stream, 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:
Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
? Yes X 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 10
PCN Form -Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that ap ply):
? 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.
Wetland impact 2d. 2e. 2f.

number - Type of impact Type of wetland
Permanent (P) or
Forested Type of jurisdiction
(Corps - 404, 10 Area of impact
(if known)
Tern ora T DWQ - non-404, other) (acres)
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
i
quest
on for all stream sites impacted. ,

ct 3b.
Type of impact 3c.
Stream name 3d.
Perennial 3e.
Type of jurisdiction 3f.
Average 3g.
Impact

) or (PER) or (Corps - 404, 10 stream length

T) intermittent DWQ - non-404, width (linear
(INT)? other) (feet) feet)
r Pipe Culvert UT to Toms Creek X PER X Corps
2
? INT X DWQ 56
Dewatering UT to Toms Creek X PE Corps
2
80
? IN DWQ
? P Corps
IN DWQ
FJ ? P Corps
J
? IN DWQ
S3?P?T ?P Corps
? IN DWQ
S5 ? P ? T ?P Corps
? DWQ
3h. Total stream and tributary impacts 136
1. Comments: 56 feet of permanent and 80 feet of temporary impacts.
Page 4 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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 impacts below.
4a. 4b. 4c. 4d. 4e

Open water
Name of waterbody .
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary
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 proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID
Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland
number (acres)
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:
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 Str eam name mitigation (square feet)) (square feet)
Temporary T impact re uired?
131 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a . Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Minimum pipe length used to obtain needed typical section, alignment and shoulder width for safety. An existing 24' pipe
located at Station 9+00 will be removed and the stream will be restored to reduce the additional impact to 56' (80' new
minus 24' existing removed).
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
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-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 6 of 10
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 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a . Does the project include or is it adjacent to protected riparian buffers identified
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: E] Yes ?No
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, narrative 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 II
3b. Which of the following locally-implemented stormwater management programs El NSW
apply (check all 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 Program Review
? Coastal counties

4a.
Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
X Other: N/A
41b. 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 8 of 10
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
use of public (federal/state) land? ®Yes ? No
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
additional development, which could impact nearby downstream water quality? ?Yes ®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.
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 9 of 10
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
h
bit
? ? Yes
®No
a
at
5b. Have you checked with the USFWS concerning Endangered Species Act
i ? Yes ® No
mpacts?
Sc. If yes, indicate the USFWS Field Office you have contacted. El 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/Database
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 Bryan 46 zt4?? 5/6/2010
Applicant/Agent's Printed Name pplicant/Age
s Signature Date
th
(Agent's signature is valid only if an a orization letter from the applicant
i5 rovided.
Page 10 of 10
J S l ` ,
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Name: MARION WEST
Date: 5/6/2010
Scale: 1 inch equals 1000 feet
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Location: 035.7431799• N 082.0614806° W
Caption: SR 1433/Old Tom's Creek Rd.
McDowell County, NC
Figure 1. SR 1433, Station 8+50, UT to Toms Creek, McDowell County, NC
SECONDARY ROAD PAVING PROJECT
i SHEET 1 OF 14
COUNTY: Mc Dowell TOWNSHIP: Marion
PROJECT: , SR 1433, Old Toms Crk. Rd. LENGTH: 1,079 feet, 0.20 miles
WORK TYPE: grade, drain- base, pave, erosion control RURAL PRIORITY #: 20
LOCATION: From SR. 1434, thence north for SUBD/RESID. PRIORITY
0.20 miles
WBS ELEMENT NO: 13C.059074 CONSTRUCTION W. O. NO.
DATE: 1/13/2003 SCALE: V=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.
Page 1
SR 1433, OLD TOMS CRK. RD. SHEET 2 OF 14
MCDOWELL COUNTY

1
w
A. FILL SLOPE
B. SHOULDER SLOPE
C. DITCH SLOPE
D. CUT SLOPE
TYPICAL SECTION
50'
I' PER FT.
I V2: I
ABC COMPACTED
ABC LOOSE
TONS (DRIVES)
STONE BY
TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL) _
o-
i

SHEET 3 OF 14
FULL
SUPERELEVATION
FULL SUPERELEVATION
SECTION - EE
2/3
SUPERELEVATION
2/3 SUPERELEVATIDN
P. C. OR P. T.
SECTION - DD
SUPERELEVATION =
NORMAL CROWN NORMAL CROWN
SECTION - CC

LEVEL 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 1s +.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 Drown - 0.2
r

Sheet 4 of 14
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.
Silt basin (Type B) are designed for 3600 cubic feet per acre every storm event
and 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.

-If ?P-M
Sheet 5 of 14
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.

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OSION CONTROL SHEET
70F14
DE TAILS AND
SP ECIFICATIONS
Std` De5cri inn Symbol
1630.03 Temporary Silt Ditch TSo
1630.05 Temporary Diversion TO
1605.01 Temporary Silt Fence M Hi
1605.02 Special Sediment Control Fence
1622.01 Temporary Slope Drain
1630.01 Silt Basin Type A
1630.02 Silt Basin Type B
1633.01 Temporary Rock Silt Check Type A - i
1633.02 Temporary Rock Silt Check Type B - D
1634.01 Temporary Rock Sediment Dom Type A -
1634.02 Temporary Rock Sediment Dam Type B -
1635.01 Rock Pipe Inlet Sediment Trap Type A - A
1635.02 Rock Pipe Inlet Sediment Trap Type B - B
0
1636.01 Rock Silt Screen
1630.04 Stilling Basin

1632.01 Rnck Inlet Sediment Trap

Type A
000000
AO

- OR - A

1632.02
Type B 000000
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- OR - B

1632.03
Type C 0oa?
C o?g
- OR - C
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868.01
Pin Rnn
Pipe Outlet Energy Disipator
Ditch Liner
Pipe Outlet or Inlet Stabilization
Environmentally Sensitive Area

SHEET 8 OF 14
ROCK SILT CHECKS - OUTLET OF. PIPE
(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
r
M?IN.?
m
sea
18' CSP
RR 18
I-b I
xl x
IRSE
24' CSP
RR 24
Mm
EXISTING DITCH 7.5
30' CSP
RR 30
MAIN.
4-=?
EXISTING DITCH
36' CSP
RR 36 in',
EXISTING DITCH 10.5'
42' CSP
RR 42
Mz .
-----------------
EXISTING DITCH 12'
48' CSP
?R 48

EXISTING DRAIN
T/0 LT. -
O ANNETTE
OB. 337•
1605 CAR
GARNER.
(919) 715
(919) 553
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PG. 399. ' 84 Id
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NC. 27529 I
- 8892 (W) I
- 2868 (H) I
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25' 25
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EXISTING 50' PIPE 1
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MCOOWELL COUNTY
SR.1433 OLD TOMS CRK.RD.
i
SHEET 9 OF 14 4
3
O ANNETTE D.BYRO
(919) 553 - 2868
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OB. 337, PG. 399, ' 84
1605 CARL CIRCLE
GARNER, NC. 27529
(919) 715 - 8892 (W)
(H)
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BEGIN PROJECT STA. 0+00 ? SR. 1434
BEGIN EXISTING 25' R/W LT. & RT.
NANCY 0.&
O RAY DEAN RYMER T
0B. 537, PG. 122. ' 97 1
1170 OLD TOMS CRK. R .
MARION, NC. 28752
668 - 7606 (W) -
724 - 9514 (H) .S7 l e?
EXISTING 18' PIPE
atci?? 36
hllo-e _
BEGIN ABANDONMENT ° 1
STA. 8+37 148' ABAND.
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MCOOWELL COUNTY
SR. 1433 OLD TOMS CRK. RD,
SHEET 10 OF 14
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O ANNETTE D.BYRO
OB. 337• PG. 399. - 84
1605 CARL CIRCLE
GARNER, NC. 27529
(919) 715 - 8892 (W)
(919) 553 - 2868 (H)
S

D RAY DEAN RYMER
OB. 537, PG. 122, ' 97
1170 OLD TOMS CRK. RD.
MARION, NC. 28752
668 - 7606 (W)
724 - 9514 (H))
IL ?
END ABANDONMENT " 1
STA. 9+49 148' ABAND.
NANCY D.&
O RAY DEAN RYMER
OB. 537, PG. 122. ' 97
1170 OLD TOMS CRK. RD.
MARION, NC. 28752
668 - 7606 (W)
724 - 9514 (H)
EXISTING 26' PIPE
7f Retw e- s1te
EXISTING 36' X :*'PIPE
R
MCDOWELL COUNTY
SR. 1433 OLD TOMS CRK. RD.
SHEET 11 OF 14
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O RAY DEAN RYRE71 _
OB. 537, PG. 122. ' 97
1170 OLD TOMS CRK. RD.
MARION, NC. 28752
668 - 7606 (W)
724 - 9514 (H)
END PROJECT STA.10+79
END EXISTING 25'R/W RT.
12
TIMOTHY D. ISRAEL &
BRENDA S. CAMP
DB. 597, PG. 496. ' 99
56 ISRAEL RD.
LEICESTER,NC.2B748
254 - 8176
653 - 2188
1
1
2 Si FENCE
+79 E.I.P. 11
20.7'RT, (NEED OFFSET)
I NANCY p-
I 2 RAY DEAN RYMER
I D8. 537. PG.
122, ' 97
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I EXISTING 24' PIPE 10
NANCY 0.&
O RAY DEAN RYMER

A
OB. 537, PG. 122. ' 97
1170 OLD TOMS CRK. R0.
MARION, NC. 28752
668 - 7606 (W)
724 - 9514 (H)
+58 OLD PEAR TREE
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9
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2
DANIEL BOONE
WILDLIFE LIUFE FE
G O ?
MCDOWELL
MANAGEMENT
AREA
SR. 1433, Old Toms Crk. Rd.: begin project at survey station 0+00 in
centerline of SR. 1434, thence in a northerly direction for a distance of
1,079 feet, 0.20 miles, to the end of project at survey station 10+79.
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