20010184 Ver 1_Complete File_20010207

F WAIF
\O?C! 9QG Michael F. Easley
Governor
r Sherri Evans-Stanton, Acting Secretary
> ,t Department of Environment and Natural Resources
O C
Kerr T. Stevens
Division of Water Quality
February 15, 2001
Cleveland County
DWQ Project # 010184
APPROVAL of 401 Water Quality Certification
Ms. Trish Simon
Division 12, NCDOT
Post Office Box 47
Shelby, NC 28151
Dear Ms. Simon:
You have our approval, in accordance with the attached conditions, to place material in 125 linear
feet of streams for the purpose of replaces pipes and a bridge at SR 1631 over Bald Knob Creek, as you
described in your application dated February 7, 2001. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Number 3289. This Certification allows you
to use Regional Nationwide Number 14 when the Corps of Engineers issues it. In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
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 send us 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 conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to
be valid, you must follow the conditions listed in the attached certification. This approval shall expire when
the corresponding Nationwide Permit expires or as otherwise provided in the General Certification,
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.
Sincerely,
. Attachment
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File Copy
Central Files
VOW
NCDENR
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
?etaSWrE°?
STATE or NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DAVID McCOY
GOVERNOR SECRETARY
MEMO TO: John Dorney, DENR/DWQ/401/Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Oflicer7s
DATE: January 30, 2001
SUBJECT: Pre-construction Notification ®1 0 1 8 4
Enclosed are seven copies of the pre-construction notification nationwide permit
application for a DOT project in Cleveland County for your review and comments.
is
PAYMENT
RECEIVED
% 7200,
Post Office Box 47 Shelby, North Carolina 28151-0047
Iii !1?7 •f i' ?J ,
r?o
d
STATE of NORTH CAROLINA
"401 ISSUED"
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DAVID MCCOY
GOVERNOR SECRF,TARY
PO BOX 47, SHELBY, NC 28151
January 30, 2001
Mr. Steve Lund 01 0 1 8 4
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006 F?`IMENT
?F ?EIV'cD
Subject: Nationwide Permit #14
SR 1631, Ed Downs Road
Cleveland County, NC
Dear Mr. Lund:
I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the paving project and bridge project on SR
1631, Ed Downs Road, Cleveland County, NC.
Ed Downs Road is currently an 18-foot wide gravel road. Division of Highways plans to
pave the road 20 feet. The improvements will consist of grading and paving on the
existing alignment with areas of new alignment and will include the use of equipment
such as bulldozers, backhoes, pans, graders, paving machines, and rollers to grade and
pave the road to the current standard and typical section. The project begins at SR 1630
and proceeds 1.35 miles to SR 1632. The project consists of approximately 9.52 acres of
right of way.
The project proposal is to replace a 30-foot 30 "pipe at Station 31+90 with a 60-foot 60 "
pipe which will be placed on a skew; thus eliminating 35 feet of an unnamed tributary to
Bald Knob Creek. Additionally, at Station 45 +00, an existing 35' long x 12' wide
tim er bridge on Bald Knob Creek is to be replaced with two lines of 128 " x 83 "
CMPA, 60 feet long. A total of 125 linear feet of stream channel (Class "C" watlrs)_.will_
be im,_ed by the project. The pipes will be placed below existing streambed elevation
and disturbed areas associated with the bridge and culvert replacement will be stabilized.
Existing channel morphology will be maintained upstream and downstream of the pipes.
FEB 71001
Mr. Steve Lund
Page -2 SRI 631, Cleveland County
January 30, 2001
By copy of this letter, we are asking Edward L. Ingle, Area Roadside Environmental
Engineer, to comment on the above project. By copy of this letter, we are also requesting
a concurrence letter from the Wildlife Resources Commission, US Fish & Wildlife
Service and the State Historic Preservation Office.
By copy of this letter, I am forwarding seven (7) copies of the application package to
John Dorney, NCDENR, Division of Water Quality, 401/Wetland Unit for review. A
$200.00 check is enclosed for application processing.
I have conducted a survey in the project area for the federally listed threatened species,
the dwarf-flowered heartleaf (Hexastylis naniflora) on January 2, 2001. It was
determined that neither the species nor suitable habitat was located in the proposed
project area. No significant impact on this species is anticipated.
Your earliest consideration for this request would be greatly appreciated. If you have
any questions, please contact me at [phone].
Sincerely,
J .1X
44.54 _yz_"_
Trish Simon
Division 12 Environmental Officer
Enclosures
cc: Mr. Michael L. Holder, P.E., Division Engineer
Mr. Don Reece, District Engineer
Mr. Larry Carpenter, P.E., Cleveland County Maintenance Engineer
Mr. Dan Holderman, Division Bridge Engineer
Mr. Ed Ingle, Area Roadside Environmental Engineer
Mr. Richard Silverman, Historic Architecture
Ms. Renee Gledhill-Earley, SHPO
Mr. Brian Cole, USF&WS
Mr. Ron Linville, NCWRC
Mr. John Dorney (7 copies)
File
1)10184
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 DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 47
SUBDIVISION NAME
CITY: Shelby STATE: NC ZIP CODE: 28151
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1631, Ed Downs Road (1.35 miles)
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Trish Simon, P.O. Box 47, Shelby, NC 28151 704-480-5400
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE): LaULong 35.5122/-81.5949
COUNTY: Clevcland - NEAREST TOWN: Casar
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) Take Hwy 10 East from
Casar, turn right onto SR 1632 and proceed approximately 0.5 miles. Turn left onto SR 1631.
6. IMPACTED OR NEAREST STREAM/RIVER: Bald Knob Creek and an unnamed tributary to Bald Knob
Creek, Class C Waters RIVER BASIN: Broad
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:
(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?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO ® 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: 9.52 NCDOT Right of way
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.0
(b) (1) STREAM CHANNEL TO BE UVIPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
PIPE EXTENSIONS/ADDITIONS: 125 feet
LENGTH BEFORE: FT AFTER: FT
STREAM WIDTH BEFORE (based on normal high water contours): Unnamed tributary to Bald Knob
Creek - 1.5 FT ; Bald Knob Creek - 8-10 FT
AVERAGE STREAM DEPTH BEFORE: 0.1- 0.3 FT AFTER: 0.1- 0.3 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: X - fill will be placed in 35 ft of stream channel located parallel to road
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?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
The project will involve replacing a 30-foot 30"pipe at Station 31+90 with a 60 ft. 60" pine which will be
place on a skew-, thus eliminating 35 feet of an unnamed tributary to Bald Knob Creek. Additionally, AT
Station 45+00 an existing 35' long x 12' wide timber bridge will be replaced with two lines of 128" x 83"
CMPA, 60 feet long on Bald Knob Creek A total of 125 linear feet of stream channel (Class "C" waters)
will be impacted by the project The improvements will consist of grading and paving on the existing
alignment with areas of new alignment and will include the use of equipment such as bulldozers, backhoes,
pans graders paving machines and rollers to grade and pave the road to the current standard and typical
section.
13. PURPOSE OF PROPOSED WORK: To upgrade an unpaved road to current paved road standards and to
provide a safe passage road for the traveling pLblic.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO 1v MN= 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: Copy sent 1/30/01.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICE (SHPO)
REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: Corn sent 1/30/01.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (IF NO, GO TO 16)
(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 X
(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 OR FILL MATERIAL INTO
WETLANDS: N/A
(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 STORMWATER MANAGEMENT PLAN IF REQUIRED.
(c) WHAT IS LAND USE OF SURROUNDING PROPERTY?
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD 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 DMSION 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
PROGW
OWNER'S/AGENTS SIGNATURE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Stream Crossing Narrative
Ed Downs Road
SR 1631
Cleveland County
The improvements on unpaved road SR 1631, Ed Downs Road, will consist of grading
and paving on the existing alignment with areas of new alignment. The work will include
the use of equipment such as bulldozers, backhoes, pans, graders, paving machines, and
rollers to grade and pave the road to the current standard and typical section. The
existing roadway is 18 ft. and the proposed roadway is 20 ft. The work will consist of
reshaping the existing typical section on the majority of the road. The work is to be
completed on 9.52 acres of right of way. The following is a description of the work to be
done at the stream crossings:
Station 31 + 90 Remove existing 30 ft 30" CMP and replace with 60 ft of 60"
CMP on a skew which will eliminate 35 ft of stream channel. A
total of 65 linear feet of stream will be impacted.
Station 45 + 00 Remove existing 35 ft long x 12 ft wide timber bridge and replace
with two lines of 128 x 83" CMPA, 60 ft long.

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SR 1631, Ed Downs Road, Cleveland County
Casar Quadrangle
Casar, North Carolina
Latitude/Longitude: 35.5122 / -81.5949
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5? 1131

EROSION AND SEDIMENTATION
CONTROL PLAN
CLEVELAND COUNTY
SR 1631
DATE December 29, 2000
DIVISION OF HIGHWAYS
DEPARTIVIENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
W.O. 9 5.0002580
r"URPOSE
The purpose of this Erosion and
Sedimentation Control Program of the Division o
Highways is to control accelerated erosion and
sedimentation resulting from the construction and
maintenance of roads and highways in North
Carolina. This program is developed pursuant to
the requirements contained in the Rules and
Regulations for Erosion and Sedimentation Control
which were adopted by the North Carolina
Sedimentation Control Commission on April 10,
1974.
P ?,? cc YffC?
Ovy
,Lj A L
SR 1631 (Ed Downs ROAD ) from its intersection with SR 1630 to SR 1632 . It will be
constructed to the attached typical section. No problem areas are anticipated. The work will be
completed during the 00/01 construction season.

CONSTRUCTION SEQUENCE
1. Grading to be started by state forces: Install all necessarysilt fences, sediment basins, and check dams
and begin clearing construction area
2. Rough grade the construction area and begin installing any storm drainage and/or cross lines. Install
inlet and outlet protection as storm drainage is being installed.-,
3. As an area is brought to finish grade and the black base is placed for the road, and the shoulder
finished, then seed, mulch and tack should be provided for denuded areas.
4. Leave all erosion control devices in place until vegetation has been established sufficiently to
withstand erosion. DO NOT remove any erosion control devices until directed by the County
Engineer.
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation following every
runoff producing rainfall but in no case less than once every week. Any repairs will be made
immediately to maintain all practices as designed.
2. Sediment will be removed from behind the sediment fence when it becomes about 0.5 feet deep at the
fence. The sediment fence will be repaired as necessary to maintain a barrier.
3. All seeded areas will be fertilized, reseeded as necessary and mulched according to the instruction in
the seeded specifications to maintain a vigorous, dense vegetative cover.
4. Outlet protection will be installed when outlets are installed. Filter fabric will be placed under the
entire stone section and will be repaired and replaced if damaged during any phase of construction.
5. Sediment will be removed from the basin when it reaches 1.0 foot below the emergency spillway. The
filter stone is to be cleaned or replaced when basin no longer drains properly.
GROUND COVER FOR SLOPES, FILLS AND OTHER GRADED AREAS
The angles for graded slopes and fills shall be no greater than the angle which can be retained by vegetative
cover or other adequate erosion control devices or structures.
Seeding should be done in accordance with the specifications for that season of the year.
Additional erosion control measures may be required depending on the actual field conditions.
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ENLARGED MUNICIPAL AND SUBURBAN AREAS
SR 1631 ED DOWNS ROAD 1.35 mi.
CLEVELAND COUNTY

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DETAILS AND
SPECIFICA THONS
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245.03 Temporary Silt Ditch
245.05 Temporary Diversion
893.01 Temporary Silt Fence
890.05
245
01 Temporary Slope Drain with Earth Berm _<--
Silt Basin T
A
---•-•---
-- ?--
VI - s
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. ype
............................ VI - 10
245.02 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 ---
897
01 Temporary Rock Sediment Dam Type-B •__ _
Ro
ff) ___ VI - 20 _
. ck Pipe Inlet Protection
......................... VI - 22

894.01
Rock Silt Screen ................

°
---
A

I - 24
---
245.04 Stilling Basin VI
............................. - 26
Rock Inlet Protection:
896.01 Type A .......................
A -• OR -- A))
........ VI - 30
896.02 Type B ............................... B - OR " E3 VI
32
-- -
---
896.03 Type C ............................... ..OR •- C) VI
34
- -
---

VI-1
March, 1993
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)

VI-12 March, 1993

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VI-13 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 CRITCRIA:
• 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.
V1-16
March, 1993
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