20021905 Ver 1_Complete File_20021209

c 1905 ?_.
771-11
a ? fTAi[ s
9 2002
WETI ANM rani ih
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P.O. Box 25201, RALEIGH, N.C. 27611-5201 LYNDO TIPPETT
GOVERNOR SECRETARY
P.O. BOX 47, 1710 East Marion Street
Shelby, N. C. 28151-0047
December 2, 2002
Mr. John W. Hendrix - NCDOT Projects
US Army Corp of Engineers, Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, N. C. 28801-5006
Dear Mr. Hendrix:
The North Carolina Department of Transportation, Division of Highways, proposes the following
project for your issuance of a Section 404 Permit. We believe this project can be accomplished
under Nationwide #3 Permit, Maintenance and Nationwide #33 Permit, Temporary Construction,
Access, and Dewatering.
COUNTY: Cleveland
LOCATION: Pipe replacement on SR 1207, southwest of Boiling Springs
STREAM: Unnamed tributary to Ashworth Creek, Class C Waters (Frcdm N.C.-S.C.
state line to Broad River), Broad River Basin
PROJECT DESCRIPTION: The project consists of replacing an existing 60", 60-foot deteriorating
corrugated metal pipe with a 60", 60-foot long CMP with concrete inlet headwall. The pipe is to
be shifted 5 feet downstream of the existing pipe to allow for adequate roadway shoulder width.
The repositioning of the proposed pipe will also move the pipe away from an existing sideditch
seep and a National Wetlands Inventory mapped bottomland hardwood forest (PFOlA) located
directly upstream from the existing pipe. The change in pipe position will open five feet of
previously filled streambed. The stream channel in this area will be reconstructed to mimic existing
upstream channel dimensions. Ten feet of riprap will be placed on the embankment at the inlet and
outlet of the proposed pipe for structure stabilization.
Mr. John W. Hendrix
Pipe replacement, SR 1207
December 2, 2002 - Page 2
An existing scour hole at the outlet will be left in place to act as a natural energy dissipater in an
effort to prevent stream destabilization. A stream profile was established by measuring thalweg
elevations at various points approximately 100 feet upstream and downstream of the existing pipe.
The proposed pipe will be buried one foot below the natural streambed based upon this profile. Due
to the presence of the scour hole, the invert of the proposed pipe will be above the scourhole
streambed; however, during periods of normal flow, the water level should remain above the level
of the pipe invert, thus allowing aquatic passage.
Temporary impervious cofferdams will be used to restrict the stream flow and the stream will be
pumped around the site during construction. Upon project completion, the area impacted by the
temporary cofferdams will be restored to pre-construction conditions. Enclosed is a PCN
application, a sketch of planned activities, and location maps relative to the proposed project.
Based upon the "Guidelines for the Location and Design of Hazardous Spill Basins", which are
referenced in DOT's Best Management Practices for the Protection of Surface Waters, the
applicable locations for the placement of hazardous spill basins are at stream crossings on highways
functionally classified as rural or urban arterials and where the stream crossing is within 1/2 mile of
the critical area. The proposed project is located in Class C Waters; therefore, hazardous spill
basins are not required. Enclosed is the NCDOT hazardous spill basin checklist for this project.
A review of the Natural Heritage information for the threatened species listed for Cleveland
County, the dwarf-flowered heartleaf (Hexastylis naniflora), did not reveal any known sites in the
immediate vicinity. I have conducted a survey for this species in the project area on November 5,
2002. None were observed. It was determined that this species was not in the proposed project
area. No significant effect on this species is anticipated. A review of the available information from
the National Register of Historic Places was also conducted. It is anticipated that no historic sites
will be affected by the proposed project.
Your earliest consideration for this request would be greatly appreciated. Should you have any
questions, please call me at 704-480-9020.
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
BY:_
Trish Simon
Division 12 Environmental Officer
Mr. John W. Hendrix
Pipe replacement, SR 1207
December 2, 2002 - Page 3
Enclosures
cc: Mr. Michael L. Holder, P.E., Division Engineer
Mr. Dan Holderman, P.E. , Division Bridge Engineer
Mr. Neil Trivette, Roadside Environmental Field Engineer
Mr. Ron Linville, WRC
Mr. Brian Cole, USF & WS
Mr. John Dorney, DENR,DWQ,401/Wetlands Unit (Courtesy copy)
File
Office Use Only: , ortn Version October 2001
USACE Action ID No. DWQ No. -?
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit D. #33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Mike Holder NCDOT
Mailing Address: P.O. Box 47
Shelby, NC 28151

Telephone Number: 704-480-9020 Fax Number: 704-480-5401
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Trish Simon
Company Affiliation:
Mailing Address: NCDOT
P.O. Box 47
Shelby, NC 28151

Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: tsimonaa dot state nc us
Page 5 of 12
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pipe Replacement on SR 1207 Cleveland County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 5.8052025
3. Property Identification Number (Tax PIN): NCDOT Right of way
4. Location
County: Cleveland Nearest Town: Boiling Springs
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): NC 150 South from Boiling
S rings. Turn Right on SR 1002, travel 5 miles and turn left on SR 1209. then left on SR
1207 to pipe site.
5. Site coordinates, if available (UTM or Lat/Long): 35°11'43'N/81°45'09W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Pipe on a paved seconda road
7. Property size (acres): 0.10 acres NCDOT right of way
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Ashworth
Creek (From N.C.-S.C. State line to Broad River) Class C water
9. River Basin: Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps .)
Page 6 of 12
10. Describe the purpose of the proposed work: The project consists of replacing a deteriorating.
60" 60-foot CMP with a 60" 60 foot CMP with inlet concrete headwall The proposed pipe
will be shifted 5 feet downstream. Ri ra will be laced on the embankment around the inlet
and outlet of the new pipe for structure stabilization The stream flow will be restricWe b
temporary impervious cofferdams and will be pumped around the protect site durm
construction.
11. List the type of equipment to be used to construct the project: A trackhoe will be used
for excavation and placement of riprV.
12. Describe the land use in the vicinity of this project: The surrounding area is wooded and
residential.
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
No future permit requests anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate: Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Wetland Impacts: NONE
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://\\w\v. fcma. gm.
""• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream
Impact Site Length of Impact Average Width Perennial or
Number Type of Impact* (linear feet) Stream Name** of Stream Intermittent?
(indicate on Before Impact (please specify)
ma
Placement of riprap 10 feet (inlet) Unnamed
1 on bank for 10 feet (outlet) tributary to 6 feet Perennial
structure protection Total = 20 feet Ashworth Creek
30' (Extending 10'
Temporary coffer upstream of
1 dam proposed pipe and
20' downstream of
ro sed pipe)
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
',vw w.usas.ao\•. Several intemet sites also allow direct download and printing of USGS maps (e.g., \\-Ay.topozone.com,
\\'V'\4'.n1apqueSt.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Total Riprap used on
stream bank for structure protection = 20 feet, Total temporary cofferdam and stream
diversion impacts = 30 feet.
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S. NO OPEN WATER IMPACTS
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Tvpe of Impact* Impact
applicable)
(if (lake, pond, estuary, sound
indicate on ma acres bay, ocean, etc.

List each impact separately and identify temporary , impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 8 of 12
4. Pond Creation NO POND CREATION
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
NCDOT plans to replace a deteriorating pipe with the same size/length pipe-, therefore the
proposed project will result in only minimal impacts. The proposed pipe will be shifted 5 feet
downstream to allow for an acceptable roadway shoulder width without lengthening the pipe.
This shift will also move the pipe away from an existing side ditch seep located directly
upstream of the existing pipe and a NWI mapped bottomland hardwood forest. (See enclosed
copy of NWI m4p of site). An existing scourhole at the pipe outlet is to be left to act as a natural
energy dissipater. Temporary cofferdams and pipe diversions will be utilized to allow for
construction to be done "in the dry" and to reduce sediment impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts-to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 9 of 12
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hh2o.enr.state.nc.us/ncwetiand.s/strmgide.htm].
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
IMPACTS < 150 FEET, MITIGATION NOT ANTICIPATED
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.cnr.state.nc.us/wm/index.htm, If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 10 of 12
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* s uImpct are feet Multiplier Mitzi ation
1 3
2 1.5
Total
Gone 1 extends out 3U Ieet perpencucular Irom near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
XL Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No additional impervious surface is proposed in this project.
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
Page 11 of 12
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
"2 - 0.21
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
F:,p tI-
I
2
A

3

5
4
6
1) Ups tr m of pipe
2)Pipe inlet
3)Further ups tream of pipe
4)Further downs tream of pipe
5)Down stream of pipe
(Scourhole)
61 Pine outlet

rubu, ?E3CTt. zv71?
--?? ? /?r2?clrfT? DIVE

-Dry) ? Q d `cj 1'o rPS+
7o uPsr?zc,f?tCr??E} %V f,G?„rh,J ca??rsruizgLJ
eG , Sa , S?j 11
rJ?
1 C ZZ U PsrrLo rM r ?G , 69,
Cy/ sr, Z'w??E Sr?c?rrc,?l ? /seEr?
49
rn?? _ -0\ - . ,rr7Pon?+rc?j Gor??iz?,
=C( . 9 C7, /o r _. `? _. ' iuv, ?L S 4•o'Gn ?,v , Lw' 1. o: ?j
„ 1 69'39
3t-I P/pE &OCAT70A ? ?3?GC /t55 z ILIPZA#0 To /0 UY?$TIL[ri?» ?
CC,/rrv,o?
?? I ; \,u rl-( Go7.?G 261 rfK?-?jcc? Ll ?5 t72['? f 7
EG. ??,s s? /20? 70 S,2 /Zvy
- T , ---
?u?, ?c-. cu?c sr, ?a c.• ?r? ? EC. ?g, 4-3
of T o, `2_ GuIS? L jZ-itll p of
w v 0),5 -? S C4loE'
SG
s2 ?lvL? ?-
G° 20 v 57??-?
cx, C?,Z3 ?•at„
120 l pr d I.s
f,
j, l ? ?o" Asl?
"),; 1 0 r Z
?LAJ
'SGT ; ? ??? 20 I
)IJ . 1Z- ?,41 tAc 5 m?I?n- C
C LC-VELAJ couu
SG 1207
PIP6
ttl
r-
v °
3 ?
n
o L .?
C
N ?
?rs Na n
n+ ? o
CJ
u

? N
rn

N

N
r
0
y?C
O?
(L
G
i
n'
U
T
C
VJ4

? ? No

ru
4 EcF

? v

., s
ei.-
r? t"
_l
n t '1
N
N ?I? 4
i

I C

\
?
s
s

\ ?O

A
t ,
II ?
c
i I d

'? z 3
i ? ?? BG

20
` 00 ,
1207
cement
n-I
\,j VELAN
.1 7
8° W r Pn /11) Name: BOILING SPRINGS SOUTH Location: 035° 11' 28.1 N 081° 44' 50.7" W
Date: 11/5/2002 Caption: Pipe Replacment on SR 1207 on an UT to Ashworth Creek, Class
Scale: 1 inch equals 1000 feet C Waters, Broad River Basin
cl:
as
1 l ; \? '?`?,v I \ ?. ` J ? i'C `^ _•- ? ,?' ??---ter - c+ I `? ..
Icr-
m.
-C'•i•; r-.ice^?? \' - t? u _-? J? ?'v__,_.iJ, C - 'i? Q'
7 . d +L.
r, ,? :Otis r. Sr I c•v7?'r•O it - .? _. ,_.._ .. _.

SOUTH
CAROLINA
7-
1Z - c
S? ?z•a 7
C..f"ff 011-1

\I? I'li .cant
,567
EL 1
iM5
3.0
to thi
? f
r<
ZONE X'
FIC
LLJ j
O Z
Q
? J
? 'j
ZONE A
Cem
V, Crcck
- CLE
CH
t•?t
ENTER?IITTEv"T CHaV?EL 't?r?r
EVALUATION; FOR:,'I
ACTION ID ?-,PPLIC:LN'1'.N.-\AIE DATE
PROPOSED CHANNEL WORKii. c.. Culvert, relocation, rt e.) /
_
WATERBODY/RI%FRBASI.V I
COU
NTY/CITY_
RF.CF.N'r WFArHER CONDITIONS
Does Channel .-appear On A Quad Or Soils .Ylap". Y / N Approx. Drainage .area: -
Dete:-^iaatior
I P_rcnr,tai Chann_! sroc rM'C)Ortan; Char,neL LF PRO.JECT.N(GIRInitials
Ln? [nter- it:aat Cila^nc: ?r^ ;="i Lnimoorant Char--:1 LF
H EDhC^ era! Cha u,- f,each n.t in lica, , locatic
P n t?f, nponanvua,mpurt nt _i:,nnrll
DItCn hfO l?h Lplan no iC
Fvuluitnr's Signature
fit nther than C.O. . projcoct -nanaceri
P - Present SP-Slorl,?ly P'CSCnt NP=NCt Prescnt
ll/4/9S
Important To Domestic %Vater Suppl%:' Y / .r
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1Z County: Project ID: . YUszoz
River Basin: &u671 Bridge No:
%v,?G-??
Route: o•7 Stream:
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS rv/ r'
ORW r r
WSI r r?
r?
WS 11,111 OR IV, Crossing Within 0.5mi of W. S. Critical Area F.
Roadway Criteria:
Route Designation- Yes No
Arterial Urban r P"
Arterial Rural r rP-
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? r r?
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
FILE COPY
TO: John Hendrix, USACOE
Asheville Field Office
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: December 3, 2002
SUBJECT: North Carolina Department of Transportation (NCDOT), SR 1207,
Ashworth Creek, Cleveland County
NCDOT proposes to replace an existing pipe with a new pipe. Biologists with the
NCWRC are familiar with habitat values in the area. These comments are provided in
accordance with the provisions of the Fish and Wildlife Coordination Act (48 Stat. 401,
as amended; 16 U.S.C. 661-667d) and the North Carolina Environmental Policy Act
(G.S. 113A-1 through 113A-10; NCAC 25).
The project consists of replacing a 60", 60-foot corrugated metal pipe with a 60",
60-foot CMP with concrete headwall. The pipe will be repositioned to open five feet of
previously filled streambed. The project will be constructed in a manner to mimic
existing channel dimensions. Riprap will be used at the inlet and outlet for stabilization.
We will not object to the project provided the following conditions are
implemented:
I . Culverts 48" or larger should be buried approximately V into the streambed,
Culverts less than 48 inches in diameter should be buried to a depth equal to
or greater than 20°I their size to allow for aquatic life passage. These
measurements must be based on natural thalweg depths.
2. The placement of riprap should be accomplished so that it does not interfere
with aquatic life passage.
3. The dimension, pattern, and profile of the stream should not be modified by
widening the stream channel or reducing the depth of the stream. Where
previously disturbed, natural channel dimensions should be restored if
practicable.
SR 1207, Ashworth Creek 2 December 3, 2002
4. If concrete will be used, work must be accomplished so that wet concrete does
not contact stream water. This will lessen the chance of altering the stream's
water chemistry and causing a fish kill.
5. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream.
6. Stringent erosion control measures should be installed where soil is disturbed
and maintained until project completion.
7. Temporary or permanent herbaceous vegetation should be planted on all bare
soil within 15 days of ground disturbing activities to provide long-term
erosion control. We encourage NCDOT to utilize onsite vegetation and
materials for streambank stabilization when practicable.
Thank you for the opportunity to review and comment on this project during the
early planning stages. If you have any questions regarding these comments, please
contact me at 336/769-9453.
Cc: Trish Simon, NCDOT
Cynthia Van Der Wiele, DWQ
Marella Buncick, USFWS
Becky Fox, EPA

q'
l
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
MEMO TO: John Dorney, DENR/DWQ/40 I /Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Officer T?
DATE: December 2, 2002
SUBJECT: Pre-construction Notification
Enclosed is a courtesy copy of pre-construction notification permit application for a
bridge project (pipe replacement) in Cleveland County for your review.
is
Post Office Box 47 Shelby, North Carolina 28151-0047