19960565 Ver 1_Complete File_19960610

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
A LT.KAA
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ion%
?EHNR
June 17, 1996
Polk County
DEM Project # 960565
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 0.06 acres of wetlands or waters for the purpose of
improving SR 1313, as you described in your application dated 5 June 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 Environmental Management under Section 401 of
the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorsey
Central Files
Sincerely,
I ff
o Howard, r. P.E.
960565.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper

96055
JAMES B. HUNT JR.
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT O? Tk NSPORTATION
DIVISION OF HIGHWAYS
P. O. Box 5189
Horse Shoe, NC 28742
June 5, 1996
Mr. Steve Lund
U. S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801
Subject: Proposed Culvert Extension
SR 1313, South Wilson Hill Road
Polk County
Dear Mr. Lund,
RECEIVED
JUN 1 v 1996
ENVIRONMENTAL SCIENCES
'Afr`4
Please find enclosed herewith erosion control plans, an application form for a Nationwide
Permit, and a county map section locating SR 1313, South Wilson Hill Road in Polk
County.
SR 1313 is a gravel road that we propose to clear, grub, grade, pave, and replace/extend
pipes for a distance of 2.13 miles. Grading will be light to moderate.
We are requesting permission to replace and extend pipes in a live stream noted on plans
at survey station 17 + 00. Pipes 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.
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.
?AOI ISSUED
l
i
GARLAND B. GARRETT JR.
SECRETARY
0
r
Mr. Steve Lund
Page 2
June 5, 1996
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 at 704-891-7911.
JJS/CED/ng
attachment
cc: Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT
'M Galamb, Water Quality Cer`tiflcation un*DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
Mr. D. B. Allen, County Maintenance Engineer, NCDOT
Dim 9 6 0 5 6 ACTION ID: 401 'ISSUED
N? nwide 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
WILIvMgGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS - DIVISION OF ENVIRONMENTAL
DEPARTMENT OF THE ARMY ` NC DEPARTMENT OF ENVMO O [?
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 284021890 P.O. Box 29535 JUN I
ATTN: CESAWCO-E Raleigh, NC 27626-0535 p
19%
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone [phone] s WE7LAN S Gs J4,
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS &lr S.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONNIENTAL MANAGEMENT.
PLEASE PRINT. ,, ,rte
L Owners Name:
2. Owners Address: p ?• 13 6 x '57 59 17D7-se •-5r7 p e'_ , Al, e, ;F9 7-¢ 2
3. Owners Phone Number (Home): (Work): _ (700,691 - 79
4. If Applicable: Agent's name or responsible corporate official, address, hone number;
r? /??' /gyp c 7L 7 -7 e
r R / tl 5 .5 e ei J`? • Q 1111 C'
5. Location of work WSTTATT/ACH MAP). County: / a /Al
Nearest Town or City: !
(, O u rn,6 e?15
Specific Location'(Inciude road numbers, landmarks, etc.): Lie ?? `? cv7 741? L/i /mar A?
0 1-7 S/? 1313 c) a
It, I- C/?`?S/Rr!e'e O/ Z /es AoGt el- o/Pkgj'-
6. Name of Closest Stream/River, ; ?'7 le IiA,' 1`e Qn_ k L,, e-
7. Rivcr Basin: 13;-e ad R,` v e r-
8. Is this project located in a watershed classified as Trout, SA, HQW, 'ORW, WS I, or WS II? YES (] NO (4-
9. Have any Section 404 permits been previously requested for use on this property? YES (] NO (??
If yes, explain.
14. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0- e7
I I. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:
Drained:
Flooded:
Excavated:
Total Impacted: O. 6 6
12. Description of p
t• to T1 e & d work (Attachh PLANS-8 12" X I I"

'
7
/
/ drawings only): AV •? ! 3
:
11
r ?•. 4c'
11 . o .? .
13. Purpose of proposed work: 5 e e `Z
14. State reasons why the applicant believes that this activity must be, carried out in wetlands' Also. note measures
taken to rniiiirnizewetland impacts. .5't: e as c!/Se?.-, fs-
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Matine.Fisheries Service
(NMFS) regarding the pmsonca or any Federally listed orproposed for listing endangered or tlu,r.4tened species or critical
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. NO C l
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which maybe affected by the proposed project? Have you done so? YES [t - NO(
)
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, acid 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 opy.
E. What island use of surrounding property?
F. If applicable, what is proposed method of sewage disposal?,%?
. G
er's Signature Date
0-
4
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SR 1313 ( SOU T N NA LSONJ 14 ILL RM.)
LOCATION BEGIN AT TI-lE TNTERsE:u ioN or. NC q ANC) SR 13 13 AqO Corj-rl NvE
1N A NORTFIERLY D NRI=CTI ON f--OR A ToTkL OISTAN(,E OF 1 124O -To T! r: ENo
OF PR os E c-T,
WORK TYPE RAGE, ORAL NJI ABC, PAVE, EROS I ON CON T ROB
WORK ORDER G.182-079 (15-m p) PRIORITY I Z R UR A L_
COUNTY fro L K RIGHT OF WAY SO
DATE 1 o'G l')< SCALE I ,?= loo'.
NOTES
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ATTACHMENT "A"

The right of way is measured ft. on the C A S-T side of the
center line of said proposed road from a point 5 ft. -S n u T 14 of the
So y T ? W EST corner of the {?? A R to a point 5 ft. p -
of the 002 T14 VJ E ST corner of said 131 i 3,?-O - 6 ? +O C)
The light of way, is measured ft. on the F A ST side of the
center line of said proposed road from a point 5 ft. o O -r 0 of the
S o uT -4f-S corner of the i R /? (S j C>W I to a point 5 ft. L IC) R i 0
of the NO R TI-??i=5?( coiner of said 7P ?,1?I5. I O\n/ ?
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 light of way is measured ft. on the
center line of said proposed road from a point 5 ft.
corner of the
of the
to a point 5 ft.
corner of said
side of the
of the
The light of «-ay is measured ft. on the
center line of said proposed road from a point 5 ft.
corner of the
side of the
of the
to a point 5 ft.
of the corner of said
POLE DATA
MPN 61-03447
PROJECT --- R--1 13--------------- COUNTY __ 1= L?-------- ------ Sheet-----t---- of_-(
OWNER OF POLE LINE ----?V_L( _eS?-w_?>?---- ----- ---------------------------------------------

STATION --
POLE DIST. IROM CENTER
PRESENT ROAD DIST. FROM-CENTER
PROJECT! DIST. CENTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
RT. REMARKS
3 + Z' Z PO
1+40
1400 Zd• ??
G5+80 1 17

73 +(,,Q 2f Zc?' o
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7(o+-5o
101+ -7 ??

POLE DATA NPN 61-03447
PROJECT ---- ,???_ } ------------ COUNTY ___CJ O ?-
- - - ------------------------ Sheet--- ----- of
OWNER OF POLE LINE ___&U =C jjEg LEI-___L?
-----------------------------------

ION
POLE DisT. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT, DIST. CENTER PROJECT
AFTER MOVING
STAT
NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
4 Z2 2 PC- n
+ JO S 21 ? 21 ? ?r. .
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5+25 40 0' O? !?
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ID? PE SCIIF-DU LC
No i cc_?" SR' 13 f3 cc??l ?.l ry POI _K 5?Ic?r ? a:
EXISTIIJG prt-o PosED
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POLK COUNTY
NORTH CAROLINA
PROPOSF-O
IMPROVEMENT
FOR P AV i NG
S R ?3 ice.

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. #

245.03 Pipe Outlet Dissipator ........ 000
................... 000
Temporary Silt Ditch 0000

245.05 .............................•
Temporary Diversion 7SD
--
893.01 Temporary Silt Fence
890.05 Temporary Slope Drain with Earth Berm
..........
245.01

245
02 Silt Basin Type A
-.- --------

--_----''"'-
. Silt Basin Type B
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
"----"-----
°
0
894.01

245.04 Rock Silt Screen ......................................... 3
__°__°o?°°° ---
Stilling Basin
---------------------------------------...----.----- ®_----
Rock Inlet Protection:
896.01
Type A .......... 11 A ? -- OR -- A
896.02 Type B .........
...................... B ? - OR - B? -----
896.03
Type C ............................... -- OR -
Rip Rap Class "B" ................ x x
>, k X
Ditch Liner Class "A" 0000
0000
Note: Type B Silt Basins will be used in conjunction with Temporary Rock Silt Check -
Type B unless otherwise specified.
TEMPORARY SILT FENCE: •'
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 CRTIERIA:
Material With Wire Without Wire -
Fabric . Type 3 Class A Type 3 Class D'
Steel posts length 5 ft 5 ft.
Ppst spacing 10 ft. 6 ft. maximum
17 March, 1992
JILL JJASIN 'IYPE-B; '
ID
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its Ienath being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks apd other devices that control or slow
down 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 tempor
aryrock'silt checks and other devices used in
drainage ditches.
DESIGN CRITEiEtIA: .
o 'S.ee Silt Basin Sizes Typical.
23
March, 1992
Silt Basin Sizes

2T
Silt Basin - 1
(S.B.-7)
14'
d
Length of Disturbed Area = 100,
Length of Disturbed Area = 200,
r \
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Length of Disturbed Area = 300'

Silt Basin - 3
(S.B. 21)
? ?zs'
Length of Disturbed Area = 400'
*Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 2
(S.B. 14)
Silt Basin - 4
(S.B. 28)
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STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
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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
class 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.

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TEMPORARY ROCK SILT CHECK TYPE `B' NORTH CAROLINA
a DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
N RALEIGH, N.C.
?I.
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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