20010451 Ver 1_Complete File_20010327

O?oF W A rF9 pG
r
Michael F. Easley -
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 22, 2001
Ashe County
DWQ Project No. 010451
SR 1568 (Hudler Town 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 189
linear feet of unnamed tributaries to South Fork New River in order to improve SR 1568 (Hudler Town
Road) in Ashe County. The project should be constructed in accordance with your application dated 15
March 2001 (and the additional information received on May 7, 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.
2
3.
4.
5.
Storm water should be directed to buffer areas or retention basins and should not be routed directly
into streams.
Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 413 .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 5
days of ground-disturbing activities to provide long term erosion control.
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.
All work shall be performed during low flow conditions.
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.
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. 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.
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
8. 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.
9. 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 Dorney at 919.733.1786.
Sincerely,
Attachment
Stevens
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
(

North Carolina Wildlife Resources Commission
(,hal'ICS K. Fullw() od, FACCntiVe I)Irccto r
TO:
FROM:
DATE:
SUBJECT
Eric Alsmeyer, USACOE
Raleigh Field Office
Ron Linville, Regional Coordinator
Habitat Conservation Program
{)f 4,n0Q S,r??ncr? ?jU It0'1 L.;n?t??Q
March 22, 2001
North Carolina Department of Transportation (NCDOT), SRI 568, Hudler
Town Road, Unnamed Tributaries to South Fork New River, Ashe County
These comments are provided in accordance with the provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the North
Carolina Environmental Policy Act (G.S. 113A-1 through 113A-10; NCAC 25). The
NCDOT proposes to improve and pave the referenced road. Three wet cross lines will be
replaced. A new wet cross line will be installed. Both rainbow and brown trout are
found in the area.
We will not object to the project as proposed provided that the following
conditions are implemented:
1. Pipes smaller that 36" should be placed on streambed grade or lower to insure
long-term aquatic life passage. Pipes 36" or larger should be designed and
installed approximately one foot below the streambed to insure aquatic life and
fish passage. The installation of the pipes should insure that all waters will
flow without freefalling or damming on the either end during low flow
conditions. The dimension, pattern, and profile of the stream above and below
the pipes should not be modified by widening the stream channel or reducing
the depth of the stream. Where disrupted, natural floodplain benching and
aquatic life passage should be restored.
2. If concrete will be used, work must be accomplished so that wet concrete does
not contact stream water.
Mailing /Address: Divimon ( 1 idand Fi.shcric.s - 1721 Mail Service Center - Raleigh, NC 2 7699-1 72 1
Telephone: [phone] ext. 281 - Fax: [phone]
SRI 568, Hudler Town Road 2 03/2201
3. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream.
4. Sediment and erosion control measures shall adhere to the design standards for
sensitive watersheds (15A NCAC 4B .0024).
Temporary or permanent herbaceous vegetation should be planted on all bare
soil within 5 days of ground disturbing activities to provide long-term erosion
control. We encourage NCDOT to utilize onsite vegetation and materials for
streambank stabilization, to minimize the use of riprap (or hard stabilization
methods) and to maximize the use of native vegetation for stabilization and
shade.
6. Instream work and land disturbance within the 25-foot wide buffer zone are
prohibited during the trout spawning seasons of October 15 through April 15 to
protect the egg and fry stages of trout.
Thank you for the opportunity to review and comment on this project during the
early planning stages. If you have any questions regarding these comments, please
contact me at 336/769-9453.
Cc: Heath Slaughter, NCDOT
MEMORANDUM
TO: John Dorney Regional Contact: -Jennifer Frye
Non-Discharge Branch WO Supervisor: 1 arry Coble
Date: 5.1113/2001
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1568
Project Number 01 0451
Recvd From DOT
Received Date 3/27/01 Recvd By Region 4/5/2001
Project Type road widening
County Ashe
County2
Region Winston-Salem
?I
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 14 Stream P7 -@N ? 10-1-(33.5) ?- ORW 50,701. F__ 189.00

Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q YO N Did you request more Info? pQ Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y 0 N Recommendation: pQ Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 362914 Longitude (ddmmss) 812107
Comments:
Request for more information sent by WSRO on 4/21/01.
Info. received on 5/27/01.
Project includes 4 crossipgs(3 upgrades to existing, one new)6 189 LF is the total amount for all
crossings (new impact plus rig-rag).
The WSRO recommends that this 401 WO Certification be issued.
cc: Regional Office
Central Office Page Number 1

DIVISION OF WATER QUALITY
April 27, 2001
CERTIFIED MAIL: 7099 3220 0006 8502 5332
RETURN RECEIPT REQUESTED
Mr. Heath Slaughter
Division Eleven Environmental Officer
NCDOT
PO Box 250
North Wilkesboro, NC 28659
SUBJECT: REQUEST FOR ADDITIONAL INFORMATION
SR 1568 Hudler Town Road
DWQ Project # 01 0451
Ashe County
Dear Mr. Slaughter:
'AL'?10 -3/'X-?o I
The Division of Water Quality has reviewed your plans for the discharge of fill material
into unnamed tributaries to South Fork New River, Class B HQW waters, New River Basin, for
the purpose of four (4) road crossings. Insufficient evidence is present in our files to conclude
that your project must be built as planned in waters and/or wetlands in accordance with 15A
NCAC 2H.0506. Therefore, unless modifications of the proposal are made as described below,
we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H
.0507(e) and will place this project on hold as incomplete until we receive this additional
information. We are requesting (by copy of this letter) that the U. S. Army Corps of Engineers
place your project on administrative hold.
(1) Please provide documentation detailing your position that the project has been
designed such that adverse impacts to surface waters have been minimized and
existing uses have been protected to the best of your ability.
(2) Please provide the exact linear footage that you propose to impact with rip-rap
energy dissipaters for each crossing.
(3) Please provide a map that details the location of each of the crossings and road re-
alignment. A copy of the most recent USGS 7.5-minute topographic quadrangle
is preferred.
01 0451
Page 2
(4) Please keep in mind that if stream impacts to any one tributary equal or exceed
150 linear feet, compensatory mitigation may be required as described in 15A
NCAC 2H.0506(h).
(5) Please provide supporting documentation that the design and placement of the
culverts will not cause a dis-equilibrium of the streambeds or banks, adjacent to or
upstream and downstream of the structure.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260 within three weeks of receipt of this letter outlining your
intent to proceed with this project or withdraw your application. If you wish to proceed,
please address the items listed above.
If you have any questions regarding this matter, please contact Mrs. Jennifer Frye at
[phone], ext. 275.
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO

s''stkt??
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Ralcigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHoNE: [phone] SECRETARY
March 15, 2001
Mr. Eric Alsmeyer
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615 .f
Subject: Nationwide Permit 414
SR 1568 (Hudler Town 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 1568 (Hudler Town Road) in Ashe County. This project will
require replacing three (3) wet cross lines and adding one (1) wet cross line as shown below:
1) Replace existing 37'x 24" CMP at station 15+87 with a 55'x 36" CSP.
2) Rcplace existing 20'x 18" CMP at station 45+32 with a 70'x 24" CSP.
3) Add a 50'x 24" CSP at station 102+24.
4) Replace existing 23'x 42" CMP at station 118+82 with a 75'x 48" CSP.
Please note that the pipe at station 102+24 will be an addition because the roadway will be placed
on a new alignment approximately 100 feet downstream of the current pipe crossing. The new
alignment will travel several hundred feet through a pasture and then reattach to the existing
roadway. This is being done to eliminate a sharp curve in the existing roadway.
All wet pipes carry different unnamed tributaries to the South Fork New River (Class: B, ORW).
Any widening of the existing roadway will be directed away from any adjacent creek whenever
possible with minimum fill placed in the buffer area. The total project length is approximately 2.4
miles. Due to the proposed work, we are requesting a 404 Nationwide Permit 914.
Attached is a Preconstruction Notification Form, plan sheet with proposed erosion control
measures, pipe crossing information, a marked county map, a marked topography map and
photographs.
:::0 -?
n
r? :7-5
-Z:::: r-71
m _E-1
CD --j
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAX [phone]
19 Mr. Eric Alsmeyer
SR 1568 (Hudler Town Road)
Page 2
March 15, 2001
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 with a copy sent to me.
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,
-GviC/2?2-
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
Matthew Gantt, Land Quality, NCDENR
R. C. McCann, PE, Division Engineer
Doug Tetzlaff, District Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Doug Filer, County Maintenance Engineer
Vanessa Patrick, PD&EA
DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 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 DWISION 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 Wilke-,born STATE: NC ZIP CODE: 28659
PROJECT LOCATION ADDRESS, INCLUDING SURDTVTSTON NAME. (TF DTFFF,RENT FROM
MAILING ADDRESS ABOVE):
SR 1568 (Hudler Town Road), 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
Narth 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
north on Hwy. 16, turn right onto Old Hwy. 16, turn right on SR 1567, turn right onto SR 1568.
6. IMPACTED OR NEAREST STREAM/RIVER:-Unnamed Tributaries to the South Fork New River
(Class: B. ORW).
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: B, ORW
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL, CONCERN (AEC)? YES ? NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
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 0.5 acres in
permitted areas.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 Acres
10. (a) NUbIBER 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 1568 (Hudler Town Road). Replace three (3) existing wet pipes and
adding one (1) wet pipe on new alignment.
13. PURPOSE OF PROPOSED WORK: Improvement of SR 1568, in Ashe County.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS ( INCLUDE ANY MEASURES TAKEN TO MINIMIZE 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.
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 ? 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 STORNIWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT 1S LAND USE OF SURROUNDING PROPERTY?
(f) IF APPLICABLE, WHAT IS PROPOSED iVIETHOD 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,
G?
OWNER'S/AGEN 'S SIGNAtURE
3/i.-/
DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
• 4
?). ? ?5?? ?[ ?1??? 1 OwN ?d• ? .h"S?FC.O.
??,EIs?Nu I ?};LLTcu?• ?D ? ?2Sf7/??2.38m?? .
Y. I e
I - N I A - `
C O Y M ,
VA.
_.._.._ _.._
11 r •' ` `' a '•„IJ ,'''' 1-??? 1,?' i N. C.
,y,, ?. 1313 ? 1>7 ? ? '- ?\ ?• ?_
ling Il)c '• n. 1-n ?. IS?'S
{1, Shurpil4 n ? n lift Suave 1 s1 G`.._._
,?? ,) ?,+ CA1-?9 r ILl tvli+ INi
'r1.¢ tine .. . IcM 9, i ^' H.hon
?OS " IM Y ?-?J N '9 -- W9T'YR I1
F.H
arondon y •. ,,,,,,<<<t??
"Z, 1. ...,mss
'O Cr1 • ?; V ,? `) ,? 15_`7 ? ? -
1351 .? N \\s
rtr 1519 1? ILt b, X71 !1 . •??S) 1-•? IL?f[
6 151 b ..,
,? ? ?\' 1"7 1750 ? ? ,
13N 1516+ 1? 1 2 CN . ' :I? ' lam , 1`?gt
1!116 !Std 1(? 'e
I ,'• 1 ?1 • CMs1nV1 I: 155? .4. •O 7?
n°°N {LANSING- PSI) l ((( 16J9 \ _-• Lai 1-Z ? Imo) iy9
PCM. iT2 ,p •,? \ I ? ,sue^. ?? ?- ? 1
_u SS \v\ ? • 5 I .
<) Blno 16l$ •' Id 1•,? 'Q IN)? ??15T. I
1 Gi?
<w.r •e^ .s ?: n, . • o -• i Scotn.il4
Cn°ON 1'•?9 ) lriz ?. • - I In)c 1_)O .O -} -•^ IO?s sC.. .
'-?•! _?w ICI you Xflj i2 ,5. - •5)1 !5`O' •. T /
t? PHOENIX ?. C / Sonnpa': <,' a.?,'I ' •`1,' V 1?'S \s
Al r CJ
?? ?s.?, YTN, J 1.2 ca,
•?t ISgs?'J l!I»rtr
CR 1( G CL9
I WIN
w,? ? r4. 1!+.e . ,_sl ? ^ ??.. V ?` • ,i Furch9s
?/, _ ?NOthoru 1,cs
\e "oY ?`?1 `' _)e s h15? .1 I? I: o Cr "` v°wr cA ,ROS 's G
• ISA PSI: 7
119111 or? .z?' • 1N51 'rol ?' O IRpt } 1sn< •\
JEFF EMON r•.
I1 ror.1,402 ?a?*t» AM. C.u1ry ',• iti• c\ - *p
Is,7A, 0 l>sC• n 1•..g '.o ,;'` I ° b
.P°oor ,J I' .• .t`d+? •? 1? •'z ci1=s??I[[[????yggq''yyy''' .DI { ;' ?I o.
mom; ' ? IS?9 1 •
ra ?K rN"
J
WE
?• JgIFFERSON : u T. JEFFERSON i •) 1 inp
$ N Ppr.1.102 ; ? Izs! °i ASHE COUIN
I1TaN I - )? r IIV 12)'J r,1 _ ? {,
Orion
\Crwk• ? •N 119) 1 tyv,
NORTH CAROLINA
"-s PREPMM By THE
N .=D I NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
•? ?` - -t?? \ ?;=',, „ro DIVISION OF HIGHWAYS - GIS UNIT
11 <• 11< 1.•7 ` ? 11<) t_ • IN COOPERATION wrni T!m
v \ U.S.DEPARTMENT OF TP.ANSPOP.TATION '
11p
FEDERAL HIGHWAY ADMINISTRATION
1 Continue in DeLorme's Virginia Atlas & Gazetteer 2 81*15 call
MARION VA\ I t , 1 I 1 I 81.2.00° t 1 r $VYTHEVILLE VA \
r
SH \-_ ! \v!? ? `k,('\?' ?? I ''r ? P \ Sa acl«k ?.- _ 1 '1 I ? 2t _a 22 .
X21
?? 'I??• ?. ?" ' dir
v 221
1 RI NIA
\ ' i 1 161 _ - I 93 I cn.pd `` rte-
`y ?s ARO - 1 _ _ _ GRA1150. CO _' ?? ._ _ •.- .?
a-.,? A.r 1 - Gr.uY G`ee4 ; 1,y ??O \? I Nonh Lrne T?a?iO C -ciu.l? ? ? _ _I_? ?_ ? ?
s ?3194 ; ?'??_ >s? O U \` (NC.H ke?{a to 414,
.?,. l \ ,ycx °1 •• 113 ^l ..l_..t+ J((/jj/111
C' if er e° 5YM rex. ? •t• ? Ql?l `'\. RIJFR ?® f? l •r IID o•.\ ryWry D Jo .? ? '.? ? YO __ f?
•?` , \ S? 6 »\?r ? r ?` _ ( .
°l ?•f• .' V ' II.". _/ ! /,'? : tAtE? ?h'ew
~ Rr.?r- 93
l\ ?`d 22 `- el({Jrff'1<7 Py l % k\ `! r _._? ?:
H<ROa `?+Tlr°r d Ke....r Ford'\< "I' °? 'R°'K•YUe f PI-Y C..k •? '?'' 7 . ?--%j/ g vl
F\\r ?'?" b\rj ?.. H.ron '1 ?s '0 11 may, . i\ <° w - ? r\ I , ` x „atp I ?'t S C ?i
' G U' J279 --_.'. C ? ? .°° it 1 + ? , ? \'D??. I ` ? i ?:'. '\ ? >?dl• ? \ 1 mac; '??'r??•O
Ic j ? ( \"f ` 11? /? ?- ?`c l ts.l.e?I i ° wra "1 a 3J F e° ?:
`• ?i9? O`ytr* ^ i l ? ` \ y ? taRS '?T1?. .° ,, ... _.?-'?f'. ? ? %! ( a ?? ? 1j0
n? •uo TNn +k. ^l
°D. 221 21 1
`? _\ar wr.... %r' ?? l' .\? \r ., 1s?`, d+`?? °""` g .s { .• c? "o 'J +or '1 r \r rO "a /-. sc...oso. _ ?. `E J 1:.
al ?, ?? \ r ? ( ? rya, ?.
i ?' ..? ,r \ dr?+ r ?'? McK4 ` .4Y o ; I S?orrWlk ._ ?, L ? ! E J,as ? I 3
v ° ,O
e? . Sh•tley ° rr+r '' ?'V \ .?-? 22, p ; ` ' .rm r? c t r 1 2
Deer ro.o ° - °`° ' }SP ny.? 1 nDD1 •D - I ' o•o r°?r. 4 fat•1 _j °` P M ?nuln , rti \ 18 / eo 'r1c01 1 t.wi (•' ? / s°fs sD ?°. Jpl 'YTY . /: ? \ 7weheid y 53
S ATC '.J O f+ -,O hw : i "L?n10 ''( ?•yi ?r
?? ? +?`??? R ? un< o l • ?F eKwt ?i°M .cs'+ ? 0 8°cl0 `. R ?___' " i - - .3% ?O'fF P f `bi ;`` °
CARS?I
.? £10e0 16 N ehurk .6"''}2-se ? i\ -* iw(WE ') st\ cf c. L, Yrchw •^sc t° X541 • i _\ .?
' ?,? ! ' 221 ? ?o I ?\?rttiP? , son ? Pr^?..e s ? ? .P? - ° ?_-. _ I ° . t N n°••) ° _. r
, ?S ,.) l Ic ,?A \ it V
AIIIII
_ -? ' I i' 'A. ?? ?_.i \e s rJei c,rrr` ro ",.` t tr; t _ v •? 1 \fl ?osr_ J wow,.,,
-Ti•"? ?.) ?sf^' ero64y ?o ?l r-h o? `1 r l ?' 113
' ' tC `- f` I? {((Awr!' .7??- j/
Jefferson v «tw?f^ •e t-., •° I ) s ?L+?3S? r ?.
,..F?'? ?-
Ut iTMC 1?'.
' ,? 16 w)o'P4 ' SePdlk _t a°'- '• F \°? ?\ Sprin9f Kn4o0?O / 1419EJ ` l ??I({GHTO, Rh
58
.d
' Mf)(, `lT JEFTER50Y/ rbn `\ ?l r \ \ - l.A 752>\ \`' \` is ,`_-(',/r lfo+ VAN:.eAY / , 1 \
.? isrA-EPARI( ( :, v ?, ? ? : J (17'x- a
?'11?J!`'st.jef(ers r !I .-o? °/' e _ 1 `a•? + c`r. 1 ?`?.l
l5ule Pail9? / / 1 `r Ind . r}a?^9 f 3558 ' r. - F, I.4 u . BRP MGM r nc[[. a 4b \ ~ ?1 1 I ; i
•??+ ._ i r° 1?? V "ra+- -p?,5 < Y! ? 1r 1?? ' SL" _ /?Rk'0sv r? \ I
?J /r y ti N 1} Knob k 1? P s04RY f
163 c^y `?_ ( .., t6 a` \'e >\? 2.', a, 1 ?,/ ?/ /-\ ?,•c'} r
/ lT1iURNZYv? ? tiAF(? y
?u 35J2 !,{\JT /{ b
P.err<nu? ?. \cs` `,o l1 )1 stx\ros °y+D .,1 \ l r Lo°Dni '° I G?.f. - (. GAM AIN
Kn°e' \t? uD \?\?,\ `) ,\. 1 y \r ....) Z j ylr.n«r "qa ?a? to ? ? 1 8 i ?`' uo„ rJ ? I r .? \ •'' r= •y.*i ?Y ? Chacham\
\\ ? ,?? / l ? f /' ? / Rp?SprlnDll Id 1
lri ?`??. ?\ \ \ R tea, OI« fl (` s _ ` r C\_.' / •' _ ,r' C i A \ \
M<G .dy
D7 ;-\? Ny ^C\ Oq ;? 1? 5f{' cY'\?b.{?
g ' •\ -, r \ ? G r BRP M kpostl'?s t ' \ \...? ? I'' a yan, ' ? r `.? ? t \ }
\ \ ^v ?? J,`t ( 1\` ?saaa, l o _ j 15? ! 3557 ` 7171 1 eWYn. J_ - `. ` 1' i 0.1un
4,7?`???° tr' ?' _ 1J/ (I/ t?'.aY' ,?'c? ? ?/r:z , 4 ??' ? ?'?f??,,??°o ? ?^ ?'1?j-k T.u.- i,. ki \/.:? a-' dl<.1. ,
Yv ?? t 'iol°` <? _ '\ /o {' 7 I rr- 1 ` \j,,1 •1S r \? MiW _?"".j'A?J. n<k
d /: i Fo.f .,,r;-? - 1 ?.r?"l J.?J?,`) \t °f.? ) ,r y i \1. '' 1•?. ?- ? -' 1 ?`•?
'... "•IJ yl' "clw ,???8 1 41 rl\ S`KIIWr_? s / ._21.1 tM?.YO TIUMAM' _ 1 1 ( ,r_ 1\ p Ham. '
21
DE71 AjLS AND
A IONS
SPECIFIC S
td = Description Svrr_bol-
16 0j- . of Temporary Silt pence
1 "73a,a3 Temporary Silt Ditch-
0.5 Temporary Diversion
-' 1022.01 Temporary Slope Drain `-
1630.01 Silt Basin Type-A
:•1 cJO.fl? Silt Basin Tyne-B
16113 .01- Temporary Rock Sil rCheck T ype-A
1032.02 Temporary Rock Siit Check T ype-B y-
1 034.01 Temporary Rock Sediment Dam Type-A ?
1 E34.02 Temporary Rock Sediment Dam Type-B r s

1 e32.01 Rock Pipe Inlet Sediment Tr=-o Type-A A ?
1035.02..
7 020.01 Rock Pipe Inlet Sediment-Trap Type-B
Rock Silt Screen s
1030.04. Stilling B2sin
. Rock Inlet Sediment Trap:
16,32-01 ; ype-,? r, I - OR
- a
1032.02 -ype-3 C8 -- OR --
1532.03 I ype-C C !_I -- OR ' CJ

c2C'-. .. _?_? _ { v=_ .. cticS KOC1 ^u is°^ ?. 1 . . . . . . . . . . . . . CJ1/ZNIT?J/"
553.01 ?{v :tap' c t i i c_Gme ?_VCL4GZ .. ....... . . . . ..?
sm"all Stream or Sr-anch.

??c P.
; I' , (7i?TicT C"T C) IF
rr
J

a f
f 7 Z f
E ROSI4N CONTROL SCiiE DUL_
(1) All a6errilatP temporary erosion cnntrol measures will' be
installer) before clearing and grubbing operations begin.
(2) As construction progresses temporarv and permanent
erosion control dllvirea shall be installed in a `imply
manner, according to any special permit requirements
and /or requirements set mi t in. c:. S . 113A-57.
MANDATORY STANDARDS =OR LAND-DISTURBI14G ACTIVITY
Piir?uant to G.S. 113A-5-17(3), Provisions for a ground
c. ever sufficient to restrain erosion' mt.ist be
acnomr1lished within-30 working nays 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) provisions for a ground
clover sz.tfficient' to restrain erasion mild by
provided for--any pori'ion of a land-disturbing
ar:tivity in,a HQW zone within 15 working days or 60
calendar days following' completion of construction
or development, whichever period is shorter.
(3) All siltation and* er^sjon' control devices shall. be
properly maintained until no longer needed.
(4) On projects performed.by
reg1iest will promptly be
Environmental Unit for s
(5) Any removal of siltation
condition of established
device is serving.
D.O.T'. Maintenance Forces,
made to the Division Roadside
Cage and permanent.seeding.
devices will be based on the
ground cover of that area the
CON,^,TRUCTI-014 SEQUENCE' FOR INSTALLING ROADWAY CULVERTS
1. Clear only ena>>gh area and install the downstrddM measures
siirh as silt chess: dams, silt screens. and silt bdsins as
noted on nlan. _
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. Installs ands tio'nal pipe outlet. protection and frilet
protection as noted.

SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN IZIP IZAI'.
Slone foI- plain rip rap shall consist of field stone oI• rough unhe ; 11 quarry'
stoIle. The stone shall be sound, tou(rh, dense, 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 price 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 1 Rip Raj). 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 uieces ti,eigllitlg a T71inin1uI11 of 60 Bounds each. Not more
than 10 perceilt of the total weight, of the rip I•at) rila}' be in individual
pieces Nveirrhin, less than 15 pounds each.
2. F oi- Class 2 Rip Ilan. Si.oile Shall vary in weight from 25 to 250
pounds. At least 00 percent of the total weight of the rip rap shall be in
individual pieces vveif Iling a minimum of 100 0OUI16s each. Not more
than 5 percent of the total weight of the rip rap niav be in individual
pieces weighing les than 50 pounds each.

HIGH QUALITY -TrV .TERS
1. Uncovered areas are limited at any given tine to a maxirauni total area
or 20 acres.
2. Erosion and sedimentation control measures slnall be deSirned to provide
protection from the 25 year storm.
3. Lame Type-.z basins shall be designed and cor_structed with a set-Ting
efficiency of at least 701-7o for the 40 T-ucron soil -particle size trans-pored
by -
no:ff fiori the 2 year sto_rn.
4. Newly cons c cted channels shall be constucted with. side slopes n*o
steeper than 2:1, unless slopes are to be stabilized by methods other than
vezetati on.
5. A ,ound cover s=cient to restrain erosion must be provided for any

a
cl475 S
R-ROSION. CONTROL-PLAN gCpL^<C
.. r.,,ZS:,s- ? Co
GS
SR /568
cou= ASHE
LOCAL NAME HUDLERTOWN RD, gK3x2?
WORK ORDER NO.
DRAWN BY: gx3X Z
DARKEN CAl_ IGAN
;Zt??ct D
)ISTRICT ENG=--ER:
asp
l? ?- , 'ra n l? gkN 2171o l
WADSIDE E_WIRON=-L TAL
ENGINEER C
C=
-?G'-uI ciX3?z
4+75-
REP i-ACE 1 [ OC
G5?
`,'x3xZ

OTE: 40-16 resp 7,ipr J I
I?°_ LOCATIONS iL4Y VLRY DUE f
AM F T%? l43 v TRr1 /ES RIToVER b
c? L
)ORU?
?EMOYEO L=1
Per<Fr,rF?,T_
G GR. CHANGES -IlN ROADWAY
:L 57R¢clMs A
ASWS %o aE
RAP
E Fo,ZE RIP 913X 2
:ATE lrr = ioo
!O'L 00 S=EET I OF 13
_ 3 O 9 R,n De
1
T ?1x3xZ

71
T
C ° PT.
T
00 3 +-4-c,
Lx3x Z
io 0 0 2445
f
5 f°
O4-GC

LOSION,CONTROL-PIAN g1C3XZ
)UN= C.
)CAL NAME ARK ORDER NO.
?x3x Z
Its+3o
,4b a
30'- 5 c5? O
J ??
55 ? 3&"CSP TgE 3 fr
a-
i
i
qx??z
i
? L-
i r-
QX 3x L
i
a +3o QX342
R?p?Q?E
Z S = / 5 'CSl? O
Io45o
F
W125:iSol c5p
.L-7 1" = 100'
_ GV tV(,J
s c ET Z- O 13
s --
ale 194- 00
Pr
_ T
gx3x?-
-c-> W. \,j = l
- IS f87
r 9x3x
/-3 7 5
7-- O
10 OOc
0
Y Lx 3x=
T
I
- T
- I
T
r ,o too
ROSION CONTROL-FLAN
OUNTY
OCAL NAIE 9 x3 x Z -'
ORK ORD7-R NO. CA
c1t3 tZ
u
c _
u
?z3?2
gK3?Z
7-4 -. O
3o•-.s ASP
%o
0=
gj3xZ
A
c,X3xZ
T? 1" = 100'
$.-) v I- L/ L/
Sr".ET 3 OF 13.
37. aec,D6
(,x3xI
? Zgfso
OAR ?,7L?GC
dip Typc.a 5 '7? c,AoE
I
T
9x3xZ
-4 -C?;zIVE
Cax3x Z
i
00 24+25
0 PT
5x3xZ_

20 f00
.OSI,ON ,CONTROL-?IA"i gxU2
z ?
)UNTY
)CAL NA'B'
)RK ORD-ER NO. q?3X L
C
C
qOt Z
rg? XZ
35=05
'.ZEFL?ct Co
wl3c
3447 ?
7o- REIAAld
q?3x3
?c3?Z
gx3xv
ti-
q ?C .3 Z
?1X ?XZ
5
r? 1" 100'
I t 4U-tUU
r?
1
/ X 3
?,c3xZ
Lr .3 ?c SHE ET 4 O 13

t
S ?. GQp, DE
3 'I> ?nAVE
9 x3xz
3l f? S
G B
Zsp TI
yx3xZ
I
30 f)
R.Oslmq,coN.TR'OL -PLAN
OUNTY
OCAL, NA'E L5
C
JRK ORD7--l NO.
qX3 XZ ?d
v
q?3XZ
/Ux3xZ
45 A32
Pr - -- -?,
9 A 3,x
?C
gx7xz D
gX3XZ
?ix3?Z
?J
ID
_
50 f00 s=:---T 5 of /3
5 for CzAaE
/ox3xZ
._..'? 45 f3Z
9x3xZ e-s? Typc-8
^ 43+ec
IPT
t
S % CPADt
40 -k00
kL E, 1" = 100'
ovtvU
?OSION 'CONTROL'?LAN CIOxZ S='T OF 3
OUNTY \
OCLL NA14E x3X2 - /ox 3x Z
g ?-ScO
5
ORK ORDr-R NO. W O
58+40 0lo asp TjpE- B
izEPLc.GE O .
V./
C
? x3" Z ou
? 5?0+30
00 REP c H//70,_ ??..
_ 0 asp iyPE
qx3?
v
v
?1x3xZ Q
53-r Sv ?
J?EpLP, Cc ,
40 e- sp UT
U
v
v
v
%3x2
514-50
S
REPLACE 1 0 0
R 0? R F p L.4%e-
15 Sp ir 5o7zS U
,C?DD
? -?oo
.T_:. 1" = 100 50
/01-00 . OS?ON .CONTROL-PLAN r aX3X,? SHEET Or 13
? lox3x2Cn
WNTY
]CAL NAIL m
ARK ORDER NO.
.?
gX3?ti
!-y
4X3xz q x3x Z
CC' DD
CC CO c.7tos
csp - 71pe: a
u
?s+?? - q x 3x Z
R ??? O 4Q
? Cc Cos + 30
OGO Av v t3o'- 5p 71j, E-13
O
O
q?c3xZ T
I/1 lox 3 x Z
L 44 oo ??
O S' /o CRL?DC
Rep?A`? u
??30 15' ?..D ?' O
(v3IL5- Z
IX3Kc,
&I fSo O
REPLACE ?/
4?'-I5" cs p
Type-3 . ,?
gX3x2 ?
?^? REtnove p.,.r?
L7ELET? ? ?
LL-7 1" = I00' EO i' 00

OST_QN CON!T,OT P *i C
/C
Ut= x:?cZ
CLTL
3K OPTJZ-F, NO. C
A,
Ilk
n
r, .
,1
1o X3xZ
1" = ! 0o ,
-
?x3x Z.
q 3x2
A
a gX3x2
e ?x3X2
Q
0 ci x3x2
9 Y. 3 xZ-
?jX2X Z
0 q x3
® gz3xZ
\Y-/
N gz3z Z
'17 70 .k00
S= g Or 13
J °I, r cz t
72+50
PT
OSTON CONT30L-?!.A-N
U= C (
RK ORDER NO.
1" = loo,
Iox3X-2-
T
c
r_
9x3x Z
C
C
?L
r
9tic3xL
9x??cl
c
c
,_
- I

90400 SHE= 9 O
9x3X Z
/J
Jr ''?a ? ?IZ A 17 E
c°
°c0
c c s? 71P . c3
9x3xz
SO rOC
ASTON CONTROL-?LA.N
UNTY
CAM N-A -
RK ORD3 NO.
c ?.
;, 04
cl.,?3 KZ t
o
x3xZ
qx 3x -2-
V,=?0o,

_ /00f 00 S r --T o Or 3
G x3xZ

a
0 Gx3xz

gx3x Z

?? tZEPc.o?E ...,/ SU'- ig '
:) c - 3
.? 7-y
,
L S ?
Cl
'I
?
p
(? ?ix3X?

0

?F 9Z f 30
fZE?L?cE

4
X- XZ

/y
n X?CL

? 90 x-00

//0 x-04
OS? ON CO?gTROL-?LP?1 S .=T 0. / 3
9?xZ
UNTY
RK ORD=E, NO. ???uE r2 OO /08 i5o
goo
O ASP TypE - E3
c?x3X6x3x Z
?Iz3XZ ? .
C
gx3x2
9x3x2 e ?o t G'zo.?e
C(X?XZ a y?r
l Qi' fl
,
rJJ
?x3xZ ? /?"
9x3xz
fso
ADD _
O too Gap 'T'ype- $
9X3xZ xz
fso ?
+00 , ,/oTE; GENIERL,NE C,S?A?ICE
22' -?- -s+' 7v CQEEK Nor To Y414.
-? l00?00
.? ? tt C l00 t
i-5o
.OSrON , CONTROL'PL A-N - 120 -?00 S=Z-T / Z Or 13
3 GRPQE
X z ?j x 3 x z
LINTY U X3
CAL VT Ll?/r ?? $ $Z
'x 48..
REpLpcE 75
RK ORD = .? NO. n= s ; l p E _ B
/0x IA ?..J zs8° IOx3x2 A
- ->
ZS'
?x3Xz p
X?XZ ? TQ? r
7, e 2[E'< NOT To
-tSJ SCA?c•
2 $'
?iX 3xZ
-Lao
. C •u,
C
tSo
??3x2 ? l
m
p?C ' REpe •,J?45 x k3x2
7r c
? x3xZ
S'1o C,z?oE
c
C
c1x3X?? ? _
C JJ. 0 / I l f 40
000 '?EPe-p,c.E
cC) o5? type- B
><z
9(311-
_ , ?u3?Z Q ??OfvO
00
OSiQN CONTROL-PLAIN
LINTY
SAS. RAMC'
3K ORD-----I NO.
?/x3xZ
r
1" = i00'
V, y r
?,c3xZ
? ?x3xZ
°?X3XZ
9x3Xt
1204-00
SHEET 13 Or 13
I
I
5 1 , -r GxPD. c
DITCHLINER REQUIREMENTS
S.R.1568 Hudlertown Road G2?
01-Feb.-01
Station Station Lt./Rt. Liner
0+00 4+62 Lt. Rip Rap
4+75 7+20 Lt. Rip Rap
7+60 9+50 Lt. Rip Rap
9+75 10+25 Lt. Roving
10+50 11+05 Lt. Roving
11+30 15+87 Lt. Roving
16+30 24+25 Lt. Rip Rap
24+80 28+50 Lt. Rip Rap
28+60 34+75 Lt. Roving
35+10 45+30 Lt. Rip Rap
45+35 50+05 Lt. Rip Rap
50+45 51+20 Lt. Rip Rap
51+75 53+10 Lt. Rip Rap
53+50 58+10 Lt. Rip Rap
58+40 61+40 Lt. Rip Rap
61+80 63+35 Lt. Rip Rap
64+00 65+20 Lt. Rip Rap
65+30 81+75 Rt. Rip Rap
74+50 85+50 Lt. Rip Rap
89+00 90+10 Lt. Rip Rap
91+00 100+00 Rt. Rip Rap
101+00 102+20 Lt. Rip Rap
102+30 108+48 Lt. Rip Rap
108+60 118+82 Lt. Rip Rap
118+82 121+00 Rt. Roving
121+00 125+50 Rt. Rip Rap

Pipe Station Size Class Remarks
A 2+45 40'x18" Type-B Replace
B 3+40 55'x18" Type-B Replace
C 4+75 25'x15" Plain Replace
D 7+60 40'x15" Plain Replace
E 9+75 25'x15" Plain Replace
F 10+50 25'x15" Plain Replace
G 11+30 25'x15" Plain Replace
H 13+75 50'x18" Type-B Replace
I 15+87 55'x36" Type-B Replace
J 16+30 30'x15" Plain Add
K 24+25 To Rema in
L 24+80 30'x15" Plain Add
M 28+50 40'x18" Type-B Replace
N 31+75 40'x18" Type-B Replace
O 34+75 To Rema in
P 35+05 30'x15" Plain Replace
Q 50+25 40'x15" Plain Add
R 51+50 30'x15" Plain Replace
S 51+75 50'x18" Type-B Replace
T 53+50 40'x15" Plain Replace
u 56+30 50'x18" Type-B Replace
V 58+40 30'x15" Plain Replace
w 58+50 50'x18" Type-B Add
x 60+50 Remove and Delete
y 61+80 40'x15" Plain Replace
Z 63+65 30'x15" Plain Replace
AA 64+00 30'x15" Plain Replace
BB 65+30 80'x18" Type-B Add
cc 65+60 40'x15" Plain Replace
DD 67+05 50'x18" Type-B Replace
EE 81+75 50'x18" Type-B Replace
FF 92+30 50'x18" Type-B Replace
GG 96+45 50'x18" Type-B Replace
HH 102+24 501x24" Type-B Replace
II 108+50 50'x18" Type-B Replace
JJ 111+40 45'x18" Type-B Replace
KK 114+90 45'x18" Type-B Replace
LL 118+82 75'x48" Type-B Replace
MM 45+32 70'x24" Type-B Replace
S.R.' ?o County LCLC
Name
Existing Road

New Road
Proposed R/W

Existing Pipe -

New Pipe i.
Center Line .. ;
41
Sheet __l__of- 4
Date 12-
L A ??! Q
I Sr A I
?o
l o' 1 _ P.zb I o 5=H. FoR< (3 01?w
I ;- - -r- - -- - -- - - - - - - -1
--- -- -__ - - - - - - - -- - { ?- - -7 - ; -
= ?- - C?- ?y ?--- - - - -_
- -'--- ?.- - -t- -- - ?- .J -- -T - - ---
_ i - --'

-

---- - - - -- --. -- - - - - - ------ - i - -- -- _4 - - ----- ?

_-__-- - - .-L
i _ - r - I
I
-- -
-

I
I 7
1
-- - - -___
?C3 L-1
?
_R
-- - -- - '-- - '----- - - - - - - - .
.?

--- --------- -
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Survey Date \Z- I ?e -by
Conducted By GV-9! DB IPk•, . 0 P
Drawn By. L, (? , Clt_>] q
S..R.,? In County
Name
Existing Road
New Road
Proposed R/W
Existing Pipe
New Pipe
Center Line
I
No cut ' Fc P, v,
i- . I - -- - - - r? - I- -- - ? - - - --
-y- y
- --?- -t -' -------i-- ---'-'?--'---- --L ------- --- t-; -- - - - --' -`?
2 3
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Sheet Pj Of4--)
Date 12- l4-oc)
Survey Date 12? -13 - 0 b
Conducted Bye, N . U, P , CP
Drawn By L, , (J , u I
S.R., County Ls?l ?
r'
Name „o ?.at- o ti?
Existing Road
New Road
Proposed R/W
Existing Pipe
L -__--J
New Pipe
Center Line

4- - -
'ST4 GO A I o 2, 2-

Sheet aof-±
Date IZ-1?'00
. • .
-55 IX Z4

w
LI)
t?1 ?I 11),1%A R

V _7
T - - -4
-7 -7
--T

r i 1
--- - ---.? _ -- ._ - ---- - - - - - - --- - --- - -- - -- --- ----1 - --- - - ??? ___ - - -
- - j -- -- ---- ---?- - - T i- - -- - --r -- -- --- y -- -?
{-- i
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Survey Date 12 - 13 -O O
Conducted ByC.2--,06, G?:'.. C) f)
Drawn By U, ?), Qul
S. R! ( County ?5S
Name
Existing Road
New Road
Proposed R/W
. 1 . -
Existing Pipe
L ----- J
r ------i
New Pipe
l ?
r-?
Center Line
{1

Sheet -Ii-jof Ii,
Date\Z- 14-'00
. • .
A L s 1o
4-
U-
.a
L)
r--Xss i : z 3 X'211

Q J, i - - t - - _? -

Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Survey Date - C'p
Conducted ByCx, ot?, , OP
Drawn By ?,Q, L-) ul:?r