19960924 Ver 1_Complete File_19960920

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Danny Tolar
N. C. Dept. of Transportation
P.O. Box 3279
Asheville, NC 28802
Dear Mr. Tolar:
A&4
ID EHNR
October 7, 1996
Madison County
DWQ Project # 960924
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of
constructing a road improvement at SR 1593, as you described in your application dated 11 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 Dorney at 919-733-1786.
Sincerely, NIA
Woe n Howard, r. P .E.
.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
960924.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
i, lip
P.O. Box 3279
Asheville, N.C.
September 11, 1996
Mr. David Baker
U.S. Army Corp of Engineers
Regulatory Field Office
151 Patton Ave. Rm. 143
Asheville, NC. 28801-5006
fo7fs?
RECEIVED
0r
2 . 1996
ENVIRONMENTAL SCIENCES
Subject: S.R. 1593, Madison Co. •?,,,
Dear Mr. Baker:
We are providing a package of design sketches concerning wetlands that
will be impacted by this project. We have enclosed a completed N. C. D. E. M.
application for your use.
We are planning on replacing or extending two pipes in unnamed
tributaries across S.R.1593. These are not trout waters nor tributaries to any.
If you have any comments or questions concerning this project, please
contact J.N. Jarrett or myself of this office at 704-298-274
Thank you for your cooperation and assistance in this matter.
Sincerely yours,
Dann 1 P. TAAc
District Engineer
DRT:JNJ:jnj
Q60yL-1
48®924
cc: Mr. Eric Galamb, Div. of Environmental Management
Mr. David Yow, Dist 9 Environmental Coordinator
Y
r F
DEM ID: 609-24 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
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 AGENCl-ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME : N - C • DEPT OF- TRANSPOR7ATIOlU
2. MAILING ADDRESS: P.O. BOX 3079
CITY: 145HEUIL.LE STATE:
SUBDIVISION NAME:
MCI ZIP CODE: Z88O'Z
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : SR I513 f3UD BR(GG.S RD.
3. TELEPHONE NUMBER (HOME):
(WORK) :
Z48"274(
4.. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
D. R. TOL(iR P. O. Bak 3Z7
HOVILLE NC Z880z
S. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: NEAREST TOWN OR CITY: /.ffip'5{f}LL, ffc
1
r ?
t
T
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SR f03, Bob BRIGGS- Rd , FRCM
t11zERSEC.Zta14 of sR 15V Souw-WRLy RJR 0.7- 3 tit[. To E.O.M,
6. IMPACTED OR NEAREST STREAM/RIVER: PA 44 Ff4NbLE ,BR/}W04
RIVER BASIN: FREMCH EROPrD RIVER
7a. 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 [?f IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [
7c. 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?
WA
8a. HAVE ANY SECTION 404 PERMITS }?EEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [ t/] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PE71T REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO IF IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
o. (0 A-C

2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
EXCAVATION: (5101 A-C
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED: Q•O( AC
10b. (1) STREAM-CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: K//A FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER:, FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
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? WA
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: 8 1/2" X 11" DRAWINGS
ONLY) :
TWO PIPES' Ta BE RACED/ EXTBtDE.D IN UMAY ED TRf BU AW E '
FcoWf&(G Acks'S sR 1573

r
13. PURPOSE OF PROPOSED WORK: T F4000TATC THE VIfbE1U(u6 AUD
n`
PA- f IlI G. CE SR 1573 At
3
i

14. STATE REASONS
OUT IN WETLANDS.
IMPACTS):
51?E CV ALL ROUT 9S Huff MCCES94Ry /VSg6()RES M2 C Mf OL
EROS(QU A9 D SEbt M E97ATIW WILL. BE UTT UZ f-zfl s UCH 14S S t f-7'
FEuCES 4 Rock St LT" CHECkS AMb PW5 /u NICHES Etc-
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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: copy TCj ?•C.l?cf.k.C. Q-1I-96 (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED.BY THE PROPOSED
PROJECT. DATE CONTACTED: KIA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [ ] NO l /(I F 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 [I NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
44
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
4

18. THE FOLLOWING ITEMS SHOULD-BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR 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 STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100.FEET.OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?-
AGRICUL-MEE RG20r=9TAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. 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
ENVIRONMENTAL MANAGEMENT (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 MANAGEMP.NT
PROGRAM.

OWNER'S/AGENT'S SIGNATURE
9-(f-7c

(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
N.C. DEPARTMENT OF TRANSPOPTATION
J.,p .t
D IVI SON OF-HIGHWAYS
SECONDARY ROAD SURVEY
k PCT %3 r ,

a? /,?
-OCATION
9 ti D r
WORKTYPF
WORK O o PRIORI
OUNTY /? rS TOWNSI IIP aely
DATE SCALE
N OT E 5
PREPARED BY

4' 4"

- 4'

F:
POI F:
DISTANCE FROM
CENTER OF
STATION LE PROPOSED PROJECT
R GHT MOTE' S
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171-

-C1f%.V31U1N UUNTROL
DETAILS AND -
SPECIFICATIONS
-Std. #
Sv-? P-=
245.03 Temporary Silt Ditch
245.05 Temporary Diversion
893.01 Temporary Silt Fence-•--'•••-•-??•-_•'•'•-_-•--'- -' ?° ? '-- ? 4

890.05
-? --------
------ .------- •-----
Temporary Slope Drain with Earth Berm 4
- 6
245.01 .......... ?
Silt Basin Type A ----" ' VI - 8

45.02 ------------------------
-------•- . '
- Silt Basin Type B --'----"`-'
_
'? to
892.04 "
Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check B
Type-
892.01 ....._...--•?. ------------
Temporary
Rock Sediment Dam Type-A ? 16
892.02 ............
Temporary Rock -"
Sediment Dam Type-B VI -18

897.01
894
01
Rock Pipe Inlet Protection :D o 0
...'_.-'--••--•------ - VI - 20

VI 22
.
2 Rock Silt Screen ...................
0
..........
VI - 24
45.04 Stilling Basin ......................................................
® -----
VI - 26
Rock Inlet Protection:
896.01 -
Type A ............................... A _:OR --A
- 30
896.02
Type B ............................... B []--OR - B)) -----
VI 32
896.03 -
Type C ....-•--........ . ..
............... C --OR C)

VT
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VI-1

FGR
March, 1993
ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Lining Recommended
0
Straw and Tack
2 Erosion Control Matting
3
4 Synthetic Roving
S ----
greater Stone.
VIII 2 March, 1993
C h'.EC,? E.? E t?E.f y SraR n 1 ?"l?E?v7- ,y,•t?,Z) G' L E,s??1.?E..L) U l? ?" CUfi??',t/ ?i9LF •=!?L
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TEMPORARY SILT DITCH:
---- TSD --
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divertrunoff into
sediment basins, temporary rock sediment dams, temporary rock silt-checks and/or,
other sedimentation control measures. Temporary silt ditches are approximately 1
ft: deep,-2: 1 side slopes with an optional earth berm.
AREAS of USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI2 March, 1993

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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 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
VI-6 March, 1993
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VI-7 March, 1993
TEMPORARY ROCK SILT CHECK TYPE-B:
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRITERIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) _ (3 / % of ditch grade) X 100 ft.
VI-16 March, 1993
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PIPE OUTLET ENERGY DISSIPATOR:
t r
A pipe outlet energy dissipator shall be used at pipe outlets to slow the water
velocities when it exits the pipe and flows out ditched or natural waterways. It is
an apron of stone of a sufficient thickness to protect the outlet area from scouring
out and causing-off. site sedimentation damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE:
• Outlets of pipesand culverts. to prevent scouring..;
DESIGN CRITERIA:
• In accordance with chart on page VIII-3.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS :
• Filter fabric shall meet requirements of section 1056 of Standard
Specifications for Roads and Structures, January 1, 1990, for type II filter
fabric.
VI-34 March, 1993

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ROCK SILT SCREEN:
7
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock :silt screens shall be used to trap sediment transported by-running water
and shall be placed in the stream below the construction site within the right-of-
. waror easement boundary..The rock silt screen utilizes class B stone lined with #5-
-.or #57 stone to produce a ripple-effect in the stream to settle the larger -sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream. -
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it. can be cleaned before it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B stone
Sediment control stone - # 5 or # 57 stone
Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI-24 March, 1993

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SILT BASIN TYPE-B:

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-length 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 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:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
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