19960888 Ver 1_Complete File_19960912

State of North Carolina IVA
Department of Environment,
Health and Natural Resources 1 •
Division of Water Quality
James B. Hunt,Jr., Governor
Jonathan a Howes,Secretary p EH N
A. Presto n Howard, Jr., P.E., Directo r
September 19, 1996
Polk County
DWQ Project # 960888
APPROVAL of 401 Water Quality Certification
Mr. J.J. Swain, Jr.
N.C. Dept. of Transportation
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
You have our approval to place fill material in 0.03 acres of wetlands or waters for the purpose of
replacing culvert pipes and channel relocation at SR 1158 in Polk County, as you described in your
application dated 3 September 1996. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 2735. This certification allows you to use General
Permit Number 031 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. In addition, you
should get any other federal, state or local permits before you go ahead with your project.
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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
W. J61n D1011*
Central Files
Sincerely,
on Howar , Jr. P.E.
. 4 960888.1tr

Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper

JAMES B. HUNT JR.
GOVERNOR
?ya ?STA1E °
Vc
960888
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
P. O. Box 5189
Horse Shoe, NC 28742
September 3, 1996
GARLAND B. GAPRETT-JR.
SECRETARY
RECEIVED
qtr 1
Mr. Steve Lund E?IR?n?N 219%
U. S. Army Corps of Engineers ^a .SCONCES
Asheville Regulatory Field Office
151 Patton Avenue,.Room 143
Asheville, NC 28801
Subject: Proposed Culvert Extension, Proposed Channel Change
SR 1158, Jones Road
Polk County
Dear Mr. Lund,
Please find enclosed herewith erosion control plans, an application form for a Nationwide
Permit, and a county map section locating SR 1158, Jones Road, in Polk County.
SR 1158 is a gravel road that we propose to clear, grub, grade, pave, and replace/extend
pipes for a distance of 1.04 miles. Grading will be moderate.
We are requesting permission to replace and extend a pipe in a live stream noted on plans
at survey station 49+75. The pipe will be replaced using our standard method of pipe
installation described in the erosion control plans. NCDOT "Best Management Practices
for Protection of Surface Waters" and proper phasing of erosion control items will be
used to minimize and control sedimentation and erosion.
Due to a steep slope right of survey station 49+75 - 50+50, we are requesting permission
to relocate the channel of a tributary to Britten Creek alongside survey stations 49+75 Lt.
- 50+50 Lt. as indicated by the attached cross-section. The proposed channel is a four (4)
foot base trapezoidal channel with 1 1/2:1 side slopes lined with NC DOT Class B Rip
Rap to a vertical height of 3.5 feet to accommodate the 10 year flood. The existing
stream gradient of 1.0% will remain the same in the proposed channel.
Ank
v `
41
Mr. Steve Lund
Page 2
September 3, 1996
By copy of this letter, we are asking Mr. David Yow, N. C. Wildlife Resources
Commission, to comment directly to the Corps of Engineers concerning the Nationwide
Permit request. Upon review for the Corps of Engineers, we are requesting that Mr. Yow
forward a copy to us (NCDOT) as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental
Engineer (NCDOT), to comment directly to us on the above project.
Also by copy of this letter, authorization to proceed under Section 401 of the Clean Water
Act is being requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If further information
is needed, please contact me or Mr. C. E. Dumas, Jr., Assistant District Engineer at 704-
891-7911.
JJS/CED/ng
attachment
cc: Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
Mr. D. B. Allen, County Maintenance Engineer, NCDOT
DBI IDt ACTION ID:
N*ionwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS - DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARIW ENT OF ENVIRONMENT, HEALTH,
P.Q. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 284021890 P.O. Box 29335
ATTN: CESAW CO-E Raleigh. NC 27626-0535
Telephone [phone] ATIN: MR, JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD EE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DrVTSION OF ENVIRONM[ENT.AL, MANAGEMENT.
PLEASE PRINT.
1. Owners Name: N c. c: 0,9 7
2. Owners Address: pol SelX 19199
3. Owners Phone Number (Hoene): (Work): (70 W-B 91- 79,11
4. If Applicable: Agent's name or responsible corporate official. address, phone number:
5. Location of work (MUST ATTTACH/ MAP). County: PC I
Nearest Town or City: • /- & ke L u e- e? _
Specific L•ocatio/n''(I/nciude roadd? numbers, landmarks, etc,): g? "I
/-e
O r? 2 (' , .S
/, D 5t .?,' /es A?3 , . e,-74**' 0/ rye e e ?71--
6. Name of Closest StreamlRiver:?'•'r/e,-? fire- e
7. Rivcr Basin: i3io 1;11 .'ve r
8. U this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS 11? YES (] NO (,J-
9. Have any Section 404 permits been previously requested for use on this property? YES (] NO (y-`
If ycs, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: &1. 0 3 a e,,-es
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: D . OD G
Drained:
Flooded.
Excavated: _Z-9,
Total Impacted: A 6 3 .
12. De4cription of pro aced work (Attach PLANS-8 1R" X 11" drawings only): W''lei7
? fo /
13. Purpose of proposed work: -e t 4
14. State reasons why the applicant believes that "s activity rpust be cs?mui out in wetlands, Also, note measures
taken to minimize wetland impacts. See, g e. one -Y ,s.
15. You are required to contact the U.S. Fish
(NMFS) and WtldIife Service (USFWS) and/or National Marine Fisheries Service
regarding the presence or any Federally listed orproposed for listing endangered or threatened species or u al
habitat in the permit area that may be affected by the proposed project. Have you done so? YES
RESPONSES FROM TBE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. (tom NO [ l
16. You are required to contact the Stato Mstbric Preservation Officer (SHPO) regarding the presence o
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ historic
NO
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. }
17. Additional information required by DEM:
A. Wetland delineation reap showing all wetlands, streams, abd lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project_
C, If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy
E. What is land use of surrounding property?
F. If applicable, what is proposed method of sewage dis s
O er's iglature - Date

Z5 5 -'on C Dl fro
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SR I 1 SON ES 207
LOCATION -BECsi14 of SR. //(o/ A-All> SR 11,58 AAJD C-44'rinly? /,v .an/ 60v-ryEZLy
Dj2FLT/0N Foi2 A TOTAL DiST.d.VcE_ oc 5,50o FF?T 7aTH? ?-.vD or- PROTC-?.T.
WORK TYPE
GZADr-l AA.V l _ AN D PPoS io.J cemmPoL
WORK ORDER . q 8 Zo 7qt? ???•? PRIORITY / 7 5?r?/
COUNTY PoL K RIGHT OF WAY ,
DATE SCALE ? ??_ 100
NOTES SEE .47T7_/-cNnVt F,Ir7 A"
50'-0'
R)GHT OF WAY
18"-0' 6'-0' 3'-0'
SHOULDER PAYEMEKT rOULDER DrrCH
V4 /H. WWr. v0
I-PER FT. 'PER FT. S
S?Olt y
RESIDENTIAL COLLECTOR ROAD /
MC OR ABC
l8"CMS
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F?
GNARL-ES 5EARc.Y S
RT. i COY, 353-G
RV T HERrOROToN NC 28 t 39
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SR. 1161
WALTER MCADANt
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FZ \4 R E DUCT I ON
It/a' =?i-- I (WELL HouSE)
L
RHONOA RIMER
WEST WILSON RID O
MILL SPRINGS, NC 28756
U/I LL I AM DYER
1 I +(, WE5T WI LSON R0. O
MILL SPRING-5, NG 2g 75G
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1558 3-oweS P,O.
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POLE DATA r!PN 61-03447
PROJECT -----J----??- 115$------------- COUNTY -- OLk--------------------------- Sheet---l--L- of-:--
OWNER OF POLE LINE --_bSl KE __Pp_ylE2_ GOM}?A?IY--. ________________________________

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT Duo. CENTER PROJECT
AFTER MOVING _

R
M
K

NUMEER
Lr.
RT.
LT.
RT.
LT.
RT. E
AR
S
7 -17 0 - /4 ' I ?d NE.? i?G?
I+Zo -- i 5' 15'
S+Zo 16'
&L, Y PI- e

It l5 /7'

POLE DATA MPN 61-03447
PROJECT -------c`?- FZ1158------------ COUNTY - Sheet---'Z-
-------------------------
OWNER OF POLE LINE --- --- of_ Z
i4L L TFCC ?GE IZ1or?e Cone Aa!-
------------- 7------------ -------- -- ----------------------------------------

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIRS. CENTER PROJECT
AFTER MOYINQ _

K

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMAR
S
+do q ?L zy' Zq
+70 1 /Ll
'tZa z IS'' l5'
tZo 3
/f 7,5 /3

8+zo 5 /7'
3195 ? /8' /8' ?FOES7.aL:

PIPE SCHEDULE
PROJECT: S F? I I S S COUNTY: -ROL SHEET OF
STATION EXISTING PROPOSED REMARKS
DMETER LENGTH SKEW DIAMETER LENGTH SKEW
16450 2-4L " 30' So° n -
2-2 -I` 70 241, 50' 90°
'yo-f96 /9" zs' /00°
ly?f55 /8" Z5' 90° GM
49+70 36" zo' go° C L?v6 WATPR-

The right of way is measured 18 ft. on the -K C--Hl- side of the
center line of said proposed road from a point 5 ft. No R;4 of the
No27W --A-> 7- corner of the W C-41- Moll5e to a point 5 ft. SovTi?
of the 5ouV/E,407- coiner of said ?,?/CLL Novs 5t651 5t7-51;?
The right of way is measured ft. on the side of the
center line of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft.
of the corner of said
The right of way is measured ft. on the
center line of said proposed road from a point 5 ft.
corner of the to a point 5 ft.
of the corner of said
x t r'c :t c re re :>:
The right of way is measured ft. on the side of the
center line of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft.
of the corner of said
a z::Et :t i x ;. ,: c
The right of way is measured ft. on the side of the
center line of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft.
side of the
of the
of the corner of said
s
? a
J
O CLIFFIELD
^.r MOUNTAIN
33.20, ?-.
°OLK COUNTY
NORTH CARnl INA
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # De',srriplion Symbol
.
000
Pipe Outlet Dissipator ........................... 000
0000
245.03 Temporary. Silt Ditch

245.05 .............................. TSD ---
Temporary Diversion
. .

893.01 ......................
Temporary Silt Fence _
.......
--------
890.05 Temporary Slope Drain With Earth
i
Silt B
T
A Berm F-- ..........
n
ype
as
...................... ......... ? -----__-_
245.02 Silt Basin Type B
......................... ?__
..---............. E.
892.04 Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check Type-B ..... - ...... ------------
?
892.01 Temporary Rock Sediment Dam Type-A -
892.02 Temporary Rock Sediment Dam Type-B __. -----------
897.01 Rock Pipe inlet Protection e? a
1o

894.01 o
............ .................... U0 o
Rock Silt Screen ....•• ..:...............:..:............. ?°
-- `---------
245.04 Stilling Basin .............................. ....................... ® -----
Rock' Inlet Protection:
896.01 Type A ---------------=--------------- A -- OR --A
-----
896.02 Type B .................
................ B .. OR •- B))
-----
896.03 .
Type C ............................... C -- OR -- C) ----
Rip Rap Class "B" ................ 0 00 00
Ditch Liner Class "A" ............ X x x
xxx
Note: Type B Silt Basins will be used in conjunction with A Temporary Rock Silt Check -
Type B unless otherwise specified.
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, 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 available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
,-lass and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

bILT BASIN TYPE-$:
E?>
A silt`basin type-$ is a temporary basin built to collect sediment flowing through a
-inage way. The silt basin is built at the base of the ditch with its length being at
cast 2 times the width of the basin. The type-$ silt basin is generally built in
-ijunction with temporaryrock silt checks and other devices that control or slow
:own water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock'silt checks and other devices used in
drainage ditches.
DESIGN CRTIERIA,: .
• S!ee Silt Basin Sizes Typical.
23
March, 1992

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NORTH CAROLINA TEMPORARY ROCK SILT CHECK TYPE 'B' o 0
DEPT. OF TRANSPORTATION - M
DIVIST^N OF HIGHWAYS t- M
R:; .,IGH
N.C.
, r
TEMPORARY SILT PENCE:
• ?'?'i iii- '
A temporary silt fence is commonly used at the toe of a fill. section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected .
outlets. Silt fences need- to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class D'
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
1 March, 1992
PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings"
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.

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NORTH CAROLINA METHOD OF PIPE INSTALLATION °
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS METHOD 'A' .. o
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STATE OF NORTH CAROLINA SUBJECT PROJECT
DEPARTMENT OF TRANSPORTATION
41VI?SION OF HIGHWAYS
` HIGHWAY BUILDING
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611
PREPARED BY DATE STATION
COUNTY
CHECKED BY DATE STR NO SHEET OF-
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STATE OF NORTH CAROLINA SUBJECT PROJECT ---
DEPARTMENT OF TRANSPORTATION
,DIVISION OF HIGHWAYS COUNTY
HIGHWAY BUILDING PREPARED BY DATE v STATION
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_

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HYCROL061C COMMIR 5.0
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RUNOFF FRO41 RURRL RRER5 UP TO 50 5q. MIL ES
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Ja 17-7-9
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EXAMPLE
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ANSWER FROM GX9RT /00.2 Q50. 25 C.F.A
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NORTH CRROLINR 5TRTE H16HWRY COMN1155ION
JRNI 19 73
C 200.4