19951153 Ver 1_Complete File_19951030

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
APPROVAL of 401 Water Quality Certification
Mr. J. J. Swain
District Engineer
NC DOT
Post Office Box 5189
Horse Shoe, N.C. 28742
Dear Mr. Swain:
[ kvX.?FA
I WAP
ID F= F=1
November 1, 1995
Polk County
DEM Project ## 951153
FILE COPY
You have our approval to place fill material in 0.1 acres of waters for the purpose of
extending/replacing pipe in live stream at SR 1164, Owl Hollow Road, as you described in your
application dated 18 October 1995. 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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
951153.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 501k recycled/ 10% post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
P.O. Box 5189
Horse Shoe, NC 28742
October 18, 1995
Mr. Steve Lund
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801
Subject: Proposed Culvert Extensions and
Proposed Channel Change
SR 1164, Owl Hollow Road
Polk County
Dear Mr. Lund,
G ,51153
GARLAND B. GARRETT J R.
SECRETARY
RECEIVED
OCT 3 01995
ENVIRONMENTAL SCIENCES
Please find enclosed herewith erosion control plans, an application form for a
Nationwide Permit, and a county map section locating SR 1164, Owl Hollow Road, in
Polk County.
SR 1164 is a gravel road that we propose to clear, grub, grade, pave, and
replace/extend pipes for a distance of 1.62 miles. Grading will be light to moderate.
We are requesting permission to replace and extend pipes in live streams noted on
plans at survey stations 12+70 and 31+25. 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.
Due to the proximity of an outbuilding and driveway located left of survey stations
32+00 - 34+50, we are requesting permission to relocate the channel of a small stream
alongside survey station 31+25 - 34+50 RT. This relocation is necessary to upgrade
SR 1164 to minimum NCDOT standards. A straight line type plan diagram and cross-
sections representing proposed and existing conditions of the channel change area are
enclosed. The proposed channel is a three (3) foot trapezoidal channel with 1.5:1 side
slopes, lined with NCDOT Class B Erosion Control Stone to a minimum height of 1.5
feet. The existing stream gradient of 6.0% will remain the same in the proposed
channel. Please note that this unnamed tributary to Walnut Creek is not classified as a
DEM Trout Water.
0

Mr. Steve Lund
Page 2
October 18, 1995
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 at 7041891-7911.
ain, Jr., P.E.
Engineer
JJSICED: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
DEM ID: 9 cJ 11 rjj _ ACTION ID- u ED
Nationwide 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
WILNtINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEM'I'.. _
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVI1?ONi;f 1•p?
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402.1890 P .O. Box 29535
ATIN: CESAWCO-E Raleigh. NC 27626-0535 t
Telephone [phone] AT TN: MR. JOHN DORNEY ? ? `` I 3 0 ???5
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO T1,GINF.•ERS,
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIROXIOE
PRINT. AGEMENT
1. Owners Name: AI C ?0_
2. Owners Address: f©X?? / cg
3. Owners Phone Number (Horne)-
. 4. If
(Work):
?Agent's name or responsible corporate official. address, phone number:
X91 7911
5/89 -
51-70 A1, 61 08 74,Z
5. Location of work (MUST ATTACH MAP). County:
Newest Town or City: - G o- k e L t,,-
Specific I=ation'(Inciude road numbers, landmarks, etc.): a ,`r7 a e ln e%c- l,o 11 0
_Al, C, 9 a n!f S RI14 ¢ -- C6 f7A'4,W,e A,- 6f 7-6 ` - 1-17-e,
"-7 d, o / le c 74 a T #7 e 7;RYP. e-se erg ,)E7 O 7' 5;,ell wl7e 4 /'7Cl 5 // ,? "57- ^
6. Natne of Closest StrearnfRiver. ___ L,7 i7 of C'ree ?'
7. River Basin: t?t r .
8. Is this project located in a watershed classed as Trout, SA, HQW, OR•W, WS I, or WS II? YES (] NO [
9. Have any Section 404 permits been previously requested for use on this property? YES { ] NO H11-
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:_ 0, I Q o r es
I1. Number of acres of waters of the U.S.. including wetlands, impacted by the proposed project:
Filled. 0. a c r e s
Drained:
Flooded:
Excavated:
Total Impacted: D• / a e r t-S

Dr5 e ?S/??? Al, C?, 087¢7-
12. Description of proposed w rk (Attach PLANS-8 1/2" X 11" drawings onl SR 11
12
13. Purpose of proposed work: Sc e # /Z
14. State reasons why the applicant bevel that ac ' ity must carried out in• wetlands. Also. note measures
taken to minimize wetland impacts. e e Q a cfi el
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine,Fisheries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or cridcal
habitat in the permit area that may be affected by the proposed project. Have you done so? y
I'?' NO [ ]
RESPONSES FROM THE LJSFWS AND/OR NMFS SHOULD BE FORWARD
ED TO CORPS.
16, You are required to contact the State Historic Preservation Officer (SHpp) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES
RESPONSE FROM THE SHPO S14OULD BE FORWARDED TO CORPS. I ''Y NO [ j
17. Additional information required by DEM:
A. Wetland delineation reap showing all wetlands, streams, afid lakes on the If available, property-
B. 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 prop"? lime S- !1'er7 ,
F. If applicable, what is proposed method of sewage s
. U Z yris°
0 er's ignaturo Date

NOIZ:1*1I CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SR 1/b y (owt /follow P-D)
LOCATION BE61A, q7 Tye //IT
ERS4F-f
7?oAl OF Al.,-. 9 /4NDSR 11611 91VD CO"TINGE IN
soLtTH ?L`/ DIREcT/oH FORA T0Ti41 DISMMCc5 OF brao-To THE --AID OF THr
PRO St CT
WORKTYPE
69AD-r-1 ,x R C, /?AfrE , EGOS/oa/ PaVTRoz
WORK ORDER PRIORITY
1,,,. 9820 7 9 &ZA4P) 10F 1-?111?, q Z
COUNTY RIGHT OF WAY

Dn`IE SCALE

NOTES

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18'-0'
6'-0'
3'-0-
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FOR PAVII\IG POLK COUNTY
SR. 1164 ?c NORTH CAROLINA
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
- - ?mbDi
Pipe Outlet Dissipator 000
000
245.03 Temporary Silt Ditch 0000
245.05 Temporary Diversion ----------------
Temporary Silt Fence TD ---
890.05 Temporary Slope Drain with Earth Berm E-
245.01
Silt Basin Type A ........ --------
245-02 '-"
S_0 - - 7 ilt 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 Tempo
rary Rock Sediment Dam Type-B _
897.01 Rock Pipe Inlet Protection
894.01 Rock Silt Screen ........................................ - oo e o ---
o?
--"--"-----
245.04 Stilling Basin ......._....*3
-------------------------------------- ® -----
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" - x x
? kx
Ditch Liner Class "A" ............ 0006
0000
Note: T
.1 1& ype B Silt Basins will be used in conjunction with Terporary Rock Silt Check -
Type B unless otherwise specified.
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DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS - co
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.TENe.oRARY 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 CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B•
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
17 March, 1992
SILT BASIN TYPE-B:
E
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 Iength being at
least 2 times the width of the basin- The type-$ silt basin is generally built in
conjunction with temporarycrock silt checks and 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 temporary rock-silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA: .
o S•ee Silt Basin Sizes -Typical.
23 March, 1992
Silt Basin Sizes
7,
Length of Disturbed-Area = 100'
Silt Basin -.1
(S.B. 7)
Length of Disturbed Area = 200'
Silt Basin - 2
(S.B. 14)
3
_ ZT
Silt Basin - 3
(S.B. 21)
3 , --_
28/
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
Silt Basin - 4
(S.B. 28)
;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.
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STATE OF ENGLISH STANDARD DRAWING FOR T
NORTH CAROLINA METHOD OF PIPE INSTALLATION °
DEPT. OF TRANSPORTATION
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.