20010190 Ver 1_Complete File_20010208

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 11, 2001
Ashe County
DWQ Project No. 010190
SR 1303 (Baldwin Gap Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Heath Slaughter, Division Environmental Officer
NCDOT Division 11
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Slaughter:
You have our approval, in accordance with the attached conditions and those listed below, to impact 183
linear feet of unnamed tributaries to Brushy Fork Creek in order improve SR 1303 (Baldwin Gap Road)
and replace nine pipes that cross the roadway in Ashe County. The project should be constructed in
accordance with your application dated 5 February 2001. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification No. 3289 corresponding to the
U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you should acquire any other
federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire with the accompanying 404 permit unless otherwise specified in the Water Quality
Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is
thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season of October 15 through April 15, or as otherwise determined by the North
Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
• sedimentation during construction.
2. Storm water should be directed to buffer areas or retention basins and should not be routed directly
into streams.
3. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil within S
days of ground-disturbing activities to provide long term erosion control.
4. The culvert required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel should not be reduced by a widening of the streambed).
Existing stream dimensions are to be maintained above and below locations of culvert extensions.
5. All work shall be performed during low flow conditions.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
6. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
7. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
8. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
9. Use of rip-rap for bank stabilization is to,be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap should be limited to the stream bank below the high water mark,
and vegetation should be used for stabilization above high water.
10. Rock silt screens at culvert outlets should be removed at project completion.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919.733.1786.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files

#'
••? FE8 8 2001
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
covERMR PHoNE: [phone] SWRSrnRY
February 5, 2001
Mr. Eric Alsmeyer
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #14
SR 1303 (Baldwin Gap Road)
Ashe County, North Carolina
Dear Mr. Alsmeyer:
01019®
PAYry1FPJT
EIVE:D
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1303 (Baldwin Gap Road) in Ashe County. We are proposing
to replace rtEJ2 pis that cross the existing roadway. Most of the existing pipes are strictly
for drainage purposes but several appear to carry unnamed tributaries to a tributary of Brush Fork
Creek (Class C Trout). Please note that this unnamed tributary to Brush Fork Creek parallels the
existing roadway for much of the proposed project. Any widening of the existing roadway will be
directed away from the creek. Due to the proposed work, we are requesting a 404 Nationwide
Permit # 14.
Attached is a plan sheet with proposed erosion control measures, pipe crossing information, a
marked County map and a marked topography map.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application.
A request will be made on this project for a temporary encroachment into the trout water buffer
zone of the unnamed tributary to Brush Fork Creek (Class C Trout). It is requested that Mr. Ron
Linville comment directly to me concerning the trout water buffer zone encroachment.
•4W ftEO'
PHONE [phone] FAX [phone]
0
Mr. Eric Alsmeyer
SR 1303 (Baldwin Gap Road)
Page 2
February 5, 2001
By copy of this letter, it is requested that Mr. Neil Trivette, Area Roadside Environmental
Engineer, comment on this project.
By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. A
$200.00 check is enclosed for the 401 certification processing fee. It is requested that any
comments related to the 401 certification be forwarded directly to the Corps.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be greatly appreciated.
Sincerely,
?.
/??
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Matthew Gantt, DENR
Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
R. C. McCann, PE, Division Engineer
Doug Tetzlaf? District Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Doug Eller, County Maintenance Engineer
Vanessa Patrick, PD&EA
R
01 01 90
DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMPT #) 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: NC DEPARTMENT OF TRANSPROTATION
2. MAILING ADDRESS: PO BOX 250
SUBDIVISION NAME N/A
CITY: North Wilkesboro STATE: NC ZIP CODE: 28659
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1303 Baldwin Gal) Rd.), Ashe County.
3. TELEPHONE NUMBER: (HOME) _ (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Heath Slaughter, Division Environmental Officer
PO BOX 250
North Wilkesboro. NC 28659
[phone]
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Ashe - NEAREST TOWN: Jefferson
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) From Jefferson, travel
west on NC 88 to SR 1304. Travel NW on SR 1304 to SR 1302. Travel west on SR 1302 to SR 1303.
6. IMPACTED OR NEAREST STREAM/RIVER:Unnamed Tributaries to Brush Fork Creek (Class C trout).
RIVER BASIN: New
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ® NO ? IF YES, EXPLAIN: DEM Classification C Trout.
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X

n
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: Approximately 0.3 acres in
permitted areas.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 Acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE_ TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _ FT AFTER:- FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X_
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING:
OTHER
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Grade, drain base and pave SR 1303 Baldwin Gap Road). Replace nine (9) existing pipes, several of
which carry unnamed tributaries to a tributary of Brush Fork Creek (Class C trout).
13. PURPOSE OF PROPOSED WORK: Improvement of SR 1303, in Ashe County.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO NIINMZE WETLAND IMPACTS)
N/A
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: By copy of this application.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA,
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED By coov of this
dj)pll"LL t,:i.
0
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ® NO E] (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY?
(o IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
7rlz,?dl zkZol
OWNER'S/AGENTS SIGN&ltJRE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
-" '7,NER IS PROVIDED).

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EROSIQN CONTROL SCHEDUL7
(1) All adequate temporary erosion control measures will' be
installed before clearing and grubbing operations begin.
(2) As con-ztrn ction progresses temporary and permanent
erosion control devices shall be installed in a timely
manner; according to any special permit requirements
and /or requirements set out ins G.S. 113A-:97
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
?11r.qi1ant to G.S. 113A-57(3), Provisions for a ground
ci*Ver sufficient to restrain erosion must be
ac:romplished within-30 working days or 120 calendar
days following completion of construction or
development, whichever period is shorter, except as
provided in 15A NCAC 4B..0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G.S. 113A-57(3) provi-Fions for a ground
cover s1.ifficient• to restrain erosion mast be
provided for--any portion of a land-disturbing
ar-tivity in a HnW zone within 15 working days or SO
calendar days following completion of construction'
or development, whichever period is shorter.
( 3 ) Al 1 siltation and "erosion control' devices shall. be
properly maintained until no longer needed.
(4) "On protects performed.by D.O.T'. Maintenance Forces,
rPq,.iest will pramn`ly be made to the Division Roadside.
Environmental Unit for stage and permanent.seeding.
(5) Any removal of siltation devices will be based on the
condi`ion of established ground cover of that area the
device i? serving.

CONSTRUCTI-014 Sr0t)L}1C1; FOR INSTALLING ROADWAY CULVERTS
1. Clear only enough area and install the downsti-6dM measures
stic-h as silt chess: dams, silt screens, and si 1 t bdsins as
noted on.plan. _
2. Excavate the 2' base tail ditch. -
3. Excavate and install the roadway culvert.
4. Install sediment control measures at'inlet as noted on
plan.
5. Instali ar3diticina.l pipe outlet protection and inlet
protection as noted.

lu 1? ?i?
D F ? AILS AND
SPECIFICA T IONS
Std. = Description Svr?bol
05. of
?v3 0,0 3;
6>Z,.oj
1622.01
1630.01
•1.630.02
1633.01-
163-3.02
1634.01
1634.02
1636.01
1635.02.
1636.01
'16-0.0 D _r
1632.01
1632.02
16 S 2. 0 3
s5a.o?
Sect 0a--`?--
soa.oi
Temporary Silt Fence
Temporary Silt Ditch-
Temporary Diversion
T emporary Slope Drain -
Silt Basin Type-A
Silt Basin Ty}-e-B
T emporary Rock Silt Check T ype-A
Temporary Rock Slit Check Type-B
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam T ype-B
Rock Pipe Inlet Sediment Trap Type-A -
Rock Pipe Inlet Sediment.Trap Type-i3-
Rock Silt Screen
Stilling Basin
Rock Inlet Sediment Trap:
TD
T
u
A
s
Type-A Al i OR - A
v
B OR -- E3
Type-?
-- C
T ype-C OR
Rip ?no L ? it°_Q .. . . . . . . . . . . . . . . . . . . . . . . j------`?_ ?T --
;-iaer t s Zov±tzg L'_t:ec D! `crz . . .... . . . . . . . UVVVVt?llI
Rio :?ao" S11 S?ooe .. ....... . . ..=-?
Small St--earn or Sranch ................. . .. t----
^'
O 1 7 •
I
SECTION 1042
RI-P RAP MATERIALS
10-42-1 PLAIN RIP RAP.
Stone for plain rip raushalI consistof field stone oI• rough unhe;. n quarry
stone. The stone shall be sound, tough, clense, resistant to the action of air
and water, and suitable in all other respects foi• the purpose intended.
Where broken concrete from denlolishecl structures or pavement is avail-
able, it may be used in place of stone provided that such use meets with the
approval of the Engineer..Ilowever, the use of L)1-oken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class I Rip Rap. Stone shall vary in weight from 5 to 200 pounds.-
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a Inininium of 60 pounds each. Not more
thazi 10 percent of the total weight, of the rip rats rilay be in incliviclual
pieces %veighing less than 15 hounds each.
2. For Class 2 Rip Rap. Stolle Shall vary in weight from 25 to 250
oouIlds. At least 00 percent of the total weight of the rip rap shall be in
Individual pieces weighing a mitllmum of 100 oound's each. Not more
than 5 percent of the total weight of the rip ra_n niav be in incliviciual
pieces weighing less than 50 pounds each.

a
HIGH QUALITY -WATERS
1. Uncovered areas are limited at any",g ven. time to a maximum total area
of 20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25 year store.
3. Lame Type-A basins shall be designed and constructed with a settling
efficiency of at least 707o for the 40 micron soil particle size transported
by runoff -from the 2 year storm.
4. Newly consuected channels shall be constructed with side slo_oes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation.
5. A round cover su:fficient to restrain erosion must be provided for any

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0 PIPE STATION SIZE CLASS I REMARKS
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Ditchliner Requirements
SR 1303 - ?5VV- l0 ' 25-OCT.-00
Sta Sta LURt Liner
0+00 62+70 Rt Roving
S.R.I303 County r=,
Name _1lA`c% N" ?A?,7 ? C
Existinb Road
New Road
Proposed R/W
Existing Pipe
New Pipe
Center Line

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Note:
Temporary erosion control
devices not shown, but will
rock check dams and silt
basins, as needed.

Survey Date
Drawn B N
Sheet Of 9?
Date 7- 24 -oo
County _
Sheet Ofq
Date 1-24 -go
Existin- Road
PCO, Ile 51 L:r
New Road
Proposed RIW
Existing Pipe "?I Q? Sra' ?1 . to =, s ?o
New Pipe
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Note:
Temporary erosion control
mciude temporan- silt screen,
rock -heel. dams and silt
basins, as needed.

Cii?Av Tlat? r] - ? ?- r ,-
?;onaucted By •? ? ? ?? ?-'?.
Drav,n B-,,
S.R. 1303 County ZSnc
Name ..:&Z •',yiJl/
N iRoaK
Existinb Road :. ' Si IT
- - ...
New Road
Proposed R/W
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L -j ?.
New Pipe
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Note:
Temporary erosion control
de-ices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
1/o f,

/7tSU
.O
LO

Sheet 3 Of q?
Date '7'Z5-00
Survey Date 7- /
Conducted By
Drawn By AGe ??,?i+??l

Id .R. I County r1c ' i
Name ? LJ Z ?M GP1 f O-
Existin; Road ?.. ;
New Road
Proposed R/W
Existing Pipe ?- - - - - - -
L------i \\ --
Sh=t -4- O19?
Date rl-Z4 - oc
?I
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t 1
Center Line
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Note:
Temporary erosion control
devices not shown, but will
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rock check dams and silt
basins, as needed.

Survey Date ? /7 - o
Conducted By ?'- r-
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Temporary erosion control
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Temporary erosion control
inciuoe temporary slit screen,
rock check dams and silt
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Note:
Temporary erosion control
d--vices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
r7-11 -7-41
Conducted B G.t /Y•1 ?7Y. r
Drawn B y , "A/? ?„ ri
County i5n c
?Tame ?f???-%'1 ;? ?f? ? ? ?• 5 i ??
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Existing Pipe +56
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Note:
Temporary erosion control
ceti ices not shown, but will
include temporary silt screen,
roc's checlt dams and silt
basins, as needed.

' A. A ?Yj J

Survey Date -7-17-00
Conducted By _'rf X
Drawn B v TlfL-` ? uj Y
- I
C.,.R. T303 County XSAc
Name U4J 41 GA
Existing Road
New Road
Proposed RIW
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Sheet -L of 9
Date 7'Z`? OU
/sac
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include temporary silt screen,
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basins, as needed.

Survev Date 7-/7 y1
Conducted By !I-
Drawn By ?a!j `?af?;/1

STATE OF NORTH CAROLINA SUBJECT d nvi PROJECT SR l3o3,Raow?rJ Gip
.PARTMENT OF TRANSPORTATION PILL
DIVISION OF HIGHWAYS N^ gAt)s TR:3 Tc Rn,<n?4 C 2 RILL COUNTY
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ATE OF NORTH CAROLINA T r I r;"
SUBJECT PROJECT SR l30_ ?n !1U v Ap
PARTMENT OF TRANSPORTATION I 1
H, ^InmtTo,?T(-, 'k f, ,k COUNTY
DIVISION OF HIGHWAYS ??
HIGHWAY BUILDING PREPARED BY aK a DATE R hzio2 STATION 46-;on - so4sr)
P. O. BOX 26201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_. L
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 276 1 1-5202 LYNDO TIPPETT
GovERNOR PHoNE: [phone] SECRETARY
February 5, 2001
0401 ISSUED.
Mr. Eric Alsmeyer
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615 FNT
Subject: Nationwide Permit #14 RECE-1VED
SR 1303 (Baldwin Gap Road)
Ashe County, North Carolina
Dear Mr. Alsmeyer:
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1303 (Baldwin Gap Road) in Ashe County. We are proposing
to replace nine (9) pipes that cross the existing roadway. Most of the existing pipes are strictly
for drainage purposes but several appear to carry unnamed tributaries to a tributary of Brush Fork
Creek (Class C Trout). Please note that this unnamed tributary to Brush Fork Creek parallels the
existing roadway for much of the proposed project. Any widening of the existing roadway will be
directed away from the creek. Due to the proposed work, we are requesting a 404 Nationwide
Permit #14.
Attached is a plan sheet with proposed erosion control measures, pipe crossing information, a
marked County map and a marked topography map.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application.
A request will be made on this project for a temporary encroachment into the trout water buffer
zone of the unnamed tributary to Brush Fork Creek (Class C Trout). It is requested that Mr. Ron
Linville comment directly to me concerning the trout water buffer zone encroachment.
PHONE (336) 6o r'-91 i 1 r"A. k336) 667-4549
V
Mr. Eric Alsmeyer
SR 1303 (Baldwin Gap Road)
Page 2
February 5, 2001
By copy of this letter, it is requested that Mr. Neil Trivette, Area Roadside Environmental
Engineer, comment on this project.
By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. A
$200.00 check is enclosed for the 401 certification processing fee. It is requested that any
comments related to the 401 certification be forwarded directly to the Corps.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be greatly appreciated.
Sincerely,
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Matthew Gantt, DENR
Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
R. C. McCann, PE, Division Engineer
Doug Tetzlaff, District Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Doug Eller, County Maintenance Engineer
Vanessa Patrick, PD&EA

DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 10 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: NC DEPARTMENT OF TRANSPROTATION
2. MAILING ADDRESS: PO BOX 250
SUBDIVISION NAME N/A
CITY: North Wilkesboro STATE: NC ZIP CODE: 28659
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1303 (Baldwin Gan Rd.), Ashe County.
3. TELEPHONE NUMBER: (HOME) _ (WORK) [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Heath Slaughter, Division Environmental Officer
PO BOX 250
North Wilkesboro, NC 28659
[phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Ashe - NEAREST TOWN: Jefferson
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) From Jefferson, travel
west on NC 88 to SR 1304. Travel NW on SR 1304 to SR 1302. Travel west on SR 1302 to SR 1303.
6. IMPACTED OR NEAREST STREAMIRWER.Unnamed Tributaries to Brush Fork Creek (Class C trout).
RIVER BASIN: New
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ® NO ? IF YES, EXPLAIN: DEM Classification C Trout.
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X

0
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: Approximately 0.3 acres in
permitted areas.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 Acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE_ TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _ FT AFTER _ FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: FT AFTER FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X_
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Grade, drain base and pave SR 1303 (Baldwin Gap Road). Replace nine (9) existing pipes, several of
which carry unnamed tributaries to a tributary of Brush Fork Creek (Class C trout).
13. PURPOSE OF PROPOSED WORK: Improvement of SR 1303, in Ashe County.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINE IIZE WETLAND IMPACTS)
N/A
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: By copy of this application.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA,
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED By copy of this
application.
Q
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ® NO ? (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES E] NO 23
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FELL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY?
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
s
71,o?
OWNER'S/AGENTS SIGN DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

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EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures twill- be
installed before clearing and grubbing operations begin.-
(2) As conztrtiction progresses temporary and permanent
erosion control devices shall be installed in a timely
manner, according to any special permit requirements
and /or requirements set out ins G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Ptir-Miant to G.S. 113A-57(3), Provisions for a ground
cover sufficient to restrain erosion must be
ac:romplished within-30 working days or 120 calendar
days following completion of construction or
development, whichever period is shorter, except as
provided in 15A NCAC 4B..0024(e)..
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Plirsiiant to G.S. 113A-57(3) provisions for a groi.ind
cover sl.ifficienlr to restrain erosion mast be
provided for--any pardon of ;A land-clisturbing
ar:tivity in a HnW zone within 15 working days or 60
calendar days following-completion of construction
or development, whichever period is shorter.
(3) All siltation and' erosion" control' devi -es shall. be
properly maintained until no longer needed.
(4) an projects performed.by
rerl,lest will promptly be
Environmental Unit for s
(5) Any removal of Siltation
condi`.ion of established
device is, serving.
,
D.O.T. Maintenance Forces,
made to the Division Roadside
tage and permanent.seeding.
devices will be based on the
ground cover of that area the

COr1^TRUCTI-014 SE0LJZfTCE FOR IIISTALLI1113 ROADWAY CULVERTS
1. Clear only eno»gh area and install the downstredift measures
siirh as silt check dams, silt screens, and silt bdsins as
noted on nian.
2. Excavate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at 'Inlet as noted on
plan.
5. Install miditional pipe outlet protection and fnjet
protection as noted. ;

.4
JE. R,_j.'
DE71 AILS AND
SPECIFICAi IONS
Std. - Description S=bol.
6 0?. ?( Temporary Silt Fence
13 I Temporary Silt Ditch
G3?.oj emporzry Diversion
1622.01 Temporary Slope Drain
1630.01 Silt- Basin Type-A
.A-630.02 Silt Basin Typre-8
1633.01 Temporary Rock Silt, Check Type-A
16 33 .02 Temporary Rock Silt Check Type-3
1634.01 Temporary Rock Sediment Dam Type-A
1634.02 Temporary Rock Sediment Dam Type-B
1635.01 Rock Pipe Inlet Sediment Trap T ype-A -
1635.02. . Rock Pipe Inlet Sediment.Tmp Type-B-
1636.01 Rock Silt Screen
1630.04• Stilling Basin
1632.01
1632.02
16 32.03
Rock Inlet Sediment Trap:
T ype-A
Type-3
Type-C
TO
-01
- a .lo
A
d g
Sid
Lnl .
y
A IL 11-- OR "A
v
B C "- OR " B
C OR_
85a.0? R+p %ap L 1:re6 D3 tc'^ ..... . .............. . . ... -I- ?_ --
sec?_oa-_ ?. _! cer^1?ss isovir.g L'• c:o? D1 `Ch ......... vWw?Iwt-
863.01 Rip t,(ap* Fill slope F cl ".1cz ........ . . . . .
Spa 1 t c `= °?r, or Si nch . . . . . . . . . . . . . . . . . . . . s----
(7 i ?T 1 c. T
?;
O 7 7 f
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN IZII' RAP.
Slone for plain rip rausllall consistof fieldstoneor rough unhe,vn quarry
stone. The stone shall be sound, tough, dens`, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from demolished structures or pavement is avail-
able, it may be used in Mace of stone provided that such use meets with the
approval of the Engineer..Ilowever, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class I Rip Rap. Stone shall vary in weight from 5 to 200 pounds.
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a i-nininiunl of 60 Founds each. Not more
than lU pei•cellt of the total weight of the rip rap may be in individual
Uleces Nvelghinc less than 15 wounds each.
2. For Class 2 Rip Rain. Stone shall vary in weight from 25 to 250
bounds. At least 60 percent of the total weight of the rip raD shall be in
individual pieces weighing aiminimum of 100 bounds each. Not more
than 5 percent of the total weight of the rile rap may be ill individual
pieces weighing less than 50 pounds each.
UC1
HIGH QUALITY WATERS
1. Uncovered areas are limited at any'b ven. time to a maximum total area
of 20 acres.
2. Erosion and sedimentation control measures shall be desiEned to provide
protection from the 25 year stor-n.
I Large Type-A basins shall be designed and constructed with a settling
erriciency of at least 7017o for the ='.0 micron soil particle size transported
by runo: from the 2 year storm.
4. Newly constr-ucted channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation.
5. A -round cover sufficient to restrain erosion must be provided for any

1
MosioN CONTROL-H *T`. -
SK /3 0
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0 PIPE I STATION SIZE CLASS I REMARKS
0 1 6 f 32 1 5'x /.S 1 -7,42 E I RE /-A (I
1 0 1 i0 f 00 I .2" x Is'- Pc, "V I ADD
p I /o441 I's' X /8" T/ E .3 I /RE CA <-C
0 I 1&4 & ( 7S' k Zl I TV E B /ZE LACE
0 I IL30 -29), x/ S" I PL A,n/ I 14 D D
0 1 1SSz, I ao' x 15" I PL.a??? I 14 e-) D
0 i 44 7 1 Cno' u 14'' 1 T, PE 3 1 ??F e-
0 1 -32+55 1 40' A 18" 1 7v,-E 3 I RE tlrr
0 1 .34 4c, 4 1 4 5` x 24- Ty E Q I REp LAC E
0 1 3* +40 1 20' x / 5" PLA,./ I A D D
0 1 37+33 4s' x 18" 1 Tv E B RE LAcE
0 L 1 44 4-sc, 45' Z4" I ; vp6 I RE l.Act
0 4 f so 4o' x z4" 1 7? e F CAGE
0
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Ditchliner Requirements
SR 1303 - ?SYV. Q ' 25-OCT.-00
Sta Sta Lt/Rt Liner
0+00 62+70 Rt Roving
S.R.13 0 3 County A gN
Name.1? Rt.(A. J ?) (2VAO "IQ
Existing Road
New Road
Proposed R/W
Existing Pipe
r-----,
New Pipe
1
Center Line

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Note:
Temporary erosion control
devices not shown, but will
11'Icluue .::iapUrarV slit scree:.,
rock check dams and silt
basins, as needed.
Sheet 1 Of 9-)
Date 7- 24' -oo
4-
u-
.a
1.0
Survey Date ? - I' - O 0
l-OflGuC[eQ by ---) , ??n l-?
Drawn By
S.R. 410 County
??ame?Aldt,?T?? tea;~, ??.
Existing Road
New Road
Proposed RIW
Existing Pipe
New Pipe
1
Center Line

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-Note:
emDorary erosion control
include LCMDO.`an, Silt Screen,
rock cnecl. damns and silt
basins, as needed.

Survev Date
conauctcd By ?+ ?< <? ?-`
Drawn By , ,?''.
S.R. IS 03 County -5A _15-
Name Izz'-j'Ji d 4'A ? ;; j
,RoaK
Existing Road Si IT
New Road
Proposed R/W
Existing Pipe
L _J
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I: 1 I i 1 I
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Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Survey Date
Conducted By
Drawn By

;!i.R. 1003 County SE i
Existing Road
Sheet IL ofd
Date-1-7-24 - oc
C?At R ? S-L.r f uci
New Road ? -3a I
Proposed R/W _
... _,? , ;
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Note:
Temporary erosion control
dcvIces not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.

Survev Date q- /7 - 0
Conducted By S'- i'`' ?- =
Drawn By =?
S.R. 13 03 County S °i=
Existing Road
New Road
Proposed R/W
Existing Pipe
L-_---J
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ac

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' 1 I I I I ? I I I I I I
Note:
Temporary erosion control
inciuce =-nporary silt screen,
rock check dams and silt
basins, as needed.

Sheet Of.
`
Date r7" 2.4- moo
r - 17- b 0
I,,.onauctea by t..,1 ' 4• t.
Drawn By- % , n . n •? 'r1•
iR. /303 County S hI:
Name (? 'Od uj»
Existing Road
New Road
Proposed R/W
Existing Pipe
L -_---J
r-----,
New Pipe
Center Line

Ro?K
S; I
Sheet/
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Date

Sri a 4-
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•
7
( I ?o
? I V I I I I
Note:
Temporary erosion control
include temporary slit screen,
rock check dams and silt
basins, as needed.

?-%%'!,•
Sur vev Date
i,.onduaea rsy 7. r
Drawn B y ??-_ ??

S.R. I Z O < A County
Name '??? ?'? ??c,l th-? l ? a t
Sheet -1Of
Date oM -?u -dp
Existing Road ? \?cK
New Road • • Sti mac'
Proposed R/W <21
S T? N 1•
3 33 i
ExistinG Pipe - - - 3'Nn? - - - - 3TSo - a?
L-__--J
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Center Line
I I

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' I I I 1 1 1 1 1 I I 1 1 1 1 1 1
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Sun---v Date 7-17-B
Conducted B? G•? I-??. • r'l
Drawn By A/f?/, ,i
County LSA
?`Tame
it I.
Existin- Road ?` SC 5:? !I
New Road
Proposed R/W
Existincy Pipe ?%{?oo Ia? 4?r'SO \
r -----? -
New Pipe
Center Line S' " -,= •3 0 '
1 •

STA a

Sheet S Of
Date '7- Z Y
.Q
tfSt00
T K
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0
I i I I' I I I
I l l l i l i l l 1 i i I I' I I' I;
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