HomeMy WebLinkAbout20041820 Ver 1_Complete File_20041109w
ANA
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
APPROVAL of 401 Water Quality Certification
Mr. Timothy Johnson, P.E., Division Engineer
North Carolina Department of Transportation, Div. 8
P.O. Box 1067
Aberdeen, North Carolina 28315
Dear Mr. Johnson:
William G. Ross, Jr., Secretary
Alan Klimek, P.E., Director
Coleen Sullins, Deputy Director
Division of Water Quality
November 24, 2004
Moore County
DWQ Project No. 04-1820
DOT Project #8C.063035
E @ 12 0 W [2
DEC 0 7 2004
L1ENR - WATER QUALITY
AIETLANDS AND STORMIWATER BRANCH
You have our approval, in accordance with the attached conditions and those listed below, to
place fill material in a total of 180 linear feet of streams for the purpose of replacing a deficient
single lane bridge on SR 1640, Kelly Plantation Road, in Moore County. The replacement bridge
will be on new location approximately 400 feet upstream of the existing bridge. The specifically
approved impacts are identified in the project application and are as follows:
Location Length and Type of Impact
Site #1 Placement of a new 117"x 79"x 901.f. CMP in an intermittent UT
Site #2 Placement of two (2) new parallel lines of 142"x 91"x 701.f. CMP plus 201.f. of
rip-rap for channel stabilization in an intermittent overflow channel
Site #3 Construction of new bridge over Richland Creek, w/no stream or wetland impacts
The project shall be constructed in accordance with your application dated 5 November 2004
(received 9 November 2004). After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3404, which may be viewed on our
website at http://h2o.enr.state.nc.us/ncwetlands. This certification corresponds to the Nationwide
Permit 14 and Regional General Permit #198200031 as issued by the Corps of Engineers. In
addition, you should acquire any other federal, state or local permits before you proceed with
your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and
Water Supply Watershed regulations. This approval will expire with the accompanying 404
permit, unless otherwise specified in the Water Quality Certification.
Fayetteville Regional Office
225 Green Street- Suite 714, Fayetteville, North Carolina 28301-5043
Phone: 910-486-1541/FAX: 910-486-07071Internet: www.enr.state.nc.us/ENR
An Enual Onnortunity 1 Affirmative Artion Emnlover - 50% RervrlPd 1 10% Post (:onsumPr Panpr
Ni
Mr. Timothy Johnson
November 24, 2004
Page 2
This approval is valid solely for the purpose and design described in your application (unless
modified below). Should your project change, you must notify the DWQ and submit a new
written 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 the
conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid,
you must adhere to the conditions listed in the attached certification.
l.) Upon completion of the project, the responsible party within NCDOT shall complete and
return the enclosed "Certification of Completion Form" to notify DWQ when all work
included in the 401 Certification has been completed.
2.) NCDOT shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with section
303(d) of the Clean Water Act) and any other appropriate requirements of State law
and federal law. If DWQ determines that such standards or laws are not being met
(including the failure to sustain a designated or achieved use) or that State or
federal law is being violated, or that further conditions are necessary to assure
compliance, DWQ may re-evaluate and modify this certification to include
conditions appropriate to assure compliance with such standards and requirements
in accordance with 15A NCAC 2H.0507(d). Before modifying the certification,
DWQ shall notify NCDOT and the US Army Corps of Engineers, provide public
notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public
hearing in accordance with 15A NCAC 211.0504. Any new or revised conditions
shall be provided to NCDOT in writing, shall be provided to the US Army Corps of
Engineers for reference in any permit issued pursuant to Section 404 of the Clean
Water Act, and shall also become conditions of the 404 Permit for the project.
3.) Particular care must be taken during the demolition and removal of the existing
bridge to prevent the incidental placement of fill or debris within the stream. This
activity must be completed in a fashion that will not result in violation of North
Carolina stream and wetland standards.
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 that 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.
Al
Mr. Timothy Johnson
November 24, 2004
Page 3
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 contact Ken Averitte at 910-486-1541, ext 722.
Sincerely,
.per{
an W. Klimek, P.E.
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville Regional Office, DWQ
Rob Ridings, 401 Wetlands Unit
Central Files
Art King, DEO, Div. 8, NCDOT
Moore.sr1640
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.0 4 1 8 2 0
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
L Processing
7-,
L Check all of the approval(s) requested for this project:
® Section 404 Permit N I V U 9?0,04
? Section 10 Permit
® 401 Water Quality Certification ?- 6 :7R QU LIT Y
L`- ? ?i: J jRiNl h[ER BRANCH
? Riparian or Watershed Suffer Rules YET
2. Nationwide, Regional or General Permit Number(s) Requested: 14 & 33 (site i &
RGP # 31 (site 1)
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 Pit' I : 3 _ '
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: Timothy Johnson, P.E. Division Engineer
North Carolina Department of Transportation. Division 8
P.O. Box 1067
Aberdeen, North Carolina 28315 _
Telephone Number: (910) 9442344 Fax Number: (910) 9445623
E-mail Address: TJohnsonna dotstate.nc.us
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: T. F. Welch, PE
Company Affiliation: _ NC Department of Transportation
Mailing Address: PO Box 289
Siler City, NC 27344
Telephone Number. (919) 742-5649 Fax Number: (912) 663-0214
E-mail Address: twelch{a,dot.statemc.us
-5-
Ab,
III. 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 SR 1640 Moore County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 8C.063035
3. Property Identification Number (Tax PIN): N/A
4. Location
County : Moore Nearest Town: Carthage
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Carthage follow NC 24/27
Northwest for approx. 3 miles Turn right onto SR 1640 Site is approx. 5 mules
5. Site coordinates, if available (UTM or Lat/Long):Site 1) N 35* 25.93' W 79* 25,88'
Site 2) N 35* 25.93' W 79* 25.90' Site 3) N 35* 25.93' W 79* 25.98'
(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:
Rural
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake). Richland Creek
9. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at bgp://h2o.enr.state.nc usladmin/mgs/.)
-6-
10. Describe the purpose of the proposed work: Site # I- Install 1 line of 11T'x 79"x 90' CUT.
Site # 2- Install 2 lines of 142"x 91 "x 70' CMP. Site # 3- Replace existing bridge with a 3 (a),
50' Cored Slab Bridge. All 3 sites are on a new roadway alignment.
11. List the type of equipment to be used to construct the project: Excavator
12. Describe the land use in the vicinity of this project: Rural/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.
N/A
V. Future Project Plans
Are any firture 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:
N/A
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.
-7-
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
None
- Lnq 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
(FMM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hM://www.femag_o_v.
sss 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:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on map)
Type of Impact* Length of
Impact
ear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
Site # 1 Perm pipe 90ft UT into Richland Creek 9 ft Intermittent
Temp Dewater 40ft
Site # 2 Perm pipe 70 ft Overflow channel
Richland Creek 26 ft Intermittent
Rip Rap 20ft
Site # 3 None (will span
the channel 0 Richland Creek 40 ft Perennial
! 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 losstgain),
stabilization activities (cement wall, rip-tap, 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
www.usgs.eov. Several intemet sites also allow direct download and printing of USGS maps (eg, www.topozone.com.
www.mapquest.com. eta).
Cumulative impacts (linear distance in feet) to all streams on site: 240' (site I & 2)
-9-
w
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on map)
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean,
etc.
None
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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): 0 uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
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.
N/A
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
-9-
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 nnpact and fimction 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
fimctions and values, preferable in the same watershed.
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
htW://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. 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.
N/A
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/Wedands 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 bttp://h2o.enr.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):
10-
Amount of Coastal wetland mitigation requested (acres):
UL 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 (919) 733-5083 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 ?
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
applicanf's discretion.
Will the project impact protected riparian buffers identified within- 15A NCAC 2B .0233
(Neese), 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.
Zanes Impact
(square feet Mukiplier Required
Miti
gation 3
2 1.5
Total
s Zone I extends out 30 feet perpendicular from near bank of chmnel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
-11-
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.
N/A
M. 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.
Neither the current impervious cover (asphalt pavement) nor the new proposed impervious cover
(asphalt pavement) will exceed 30% of the total site area. Erosion control devices appropriate to
the site will be utilized on this project which may include silt fences check dams and storm
water retaining basins.
W 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.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes El No
Is this an after-the-fact permit application?
Yes ? No
MV. 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).
Applicant/Agenfs Signat&e ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
-12-
4
I S NOT WITHIN ANY JNICIPA i U- N!
C
PROJECT LENGTH:-
i
LENGTH OF 'FZOADWAY PROJECT 80.063035
ENGTf OF STRUCTURE PROJECT 80.063035
TOTAL L E: 'GTH OF PROJECT 80.063035 =
_ .0-131 MILE
0.028 MILE
0.159 MILE
I
4 5 6
I Q I. C H IA T H A M-_ b C O[ U N T Y P228
a -
?•r-? "r 766 16 1676\¢ - 1606. 5 - r -162. o? - - 1621
7
tasa'. 1466 ' . 1602^ 16- 614 \- 618 51 1 1
'1? 146 16 72 ` o o/
146 ' ,,, cl! 60 1613 fJ ,Boo P145 w ? ?6 5 --
\.6237 006 Y 19
• 1 + 7600 1604 J va'%^ ?n, t ='_?' 5623 iv r
1465 608 64 6t = - Haar Brandt
1462 ;0 ' • ,8 i 166 ---...._ _ .r.
1486 \ 161 / y52 162 162
86 V 1472 60 610 1 1629 corp. °
1471. p1? 1608 611 53 'O ? 621 c,
? 674 `
FFp1 "' 46 610 1628 as 1631
630 =r?su..'_
7470 147 682 5
150 -
7 516 , a 72 16J sm ., _ . 59 `
1506 : s t?ccatrta? R - ?? 49 1624 Q? 48
,A ?- last 1636 s 8 \FNr 10 7ez
\^?.O
63 s
1484 :3 It
- 14 1679 1 " - in
5 w 487 1638 163 'r 1876 1641 / \
1638 1637 S 1677 7626
1479 ,1483 178 "' 1r 5 - ,62, ! _ --- .
- -
\- e - 1639
482 640 ,62
a ?.?rrrvn `?" - - 1627 35
COW. q ,? 1625
':r_ Ph191?0 T o
14 1 _
- g '1481 P234
r
47 .? 1480 •y?_ • 4
60
1 77 1488 1006 1645 4
J _ q e
,.. 41489 73 f C?ta 0101-1
47 .6 3•.s-..n. S 1644 0
CLa?"4F - 3r 2F
150- 1187 214 1640 25 1658
21, C7 492 493 41
:rnr 62 54 "°l9
3 t 7521 ',. 1 '? C229 1659 Q 1651
1006 P220 a
491 r?
06 C3•r' O .5 tow r 62 ,
93 ?.•a.. 640 y 1P 1646 ^''-1 161'
24 4 -01177 _ ?n
77
164 16 1 7
J .B
132 1665 1656 _ / r 1
1210 33 S v r
'niry 4r-•. t, 1665 1640 6 1644 C 16 .5 `
1666 ' f 5
69 1651'1 ? 1656 e
A7 1..? \ \2'/ _ J?? - 1 7 1006 yY ° 1886 ` 1663° a i??.
't.: r fib:-EK-
N_
1261 ! derwe:?n
1210 \?
6 '!
= 1263 ^ 1243 1245
G
tI ?/ .? nn? fl ATE
1290 C 104 O 1-0 L
1245 1240 /
1210 1240 S s- \
- ? 111 42 , - 11
2 ' 1243
` 0238 1247
11240 hats X232 1209 1312
?? 6`636• 12`
b r? 119 -
1210
12291
1240
\} i t2 4 •.7 t .s 251, M
g19
TttortrY ° 3
.7 4ttsti? 1223 ,226 Jci::. '.h«
? 4E 122
,229 P?07
g e r
1230 1334 , '
f e
? 122 118
? 1307
O 1230 73
n
1 20 7
f?
k
1286 1209 " 3 cu,? c
1 O P215 rrcY 121
P117/
: " j 1217 ' uta i
' Or
zz,?'17
.,c
r 191
}ME _
183\
/ l
x
l
EROM
T
r(
1x10 18272 `
.;828 2.9 79
?1a-° ((/ '".829 - .
? 182E
8 1.3
tees.
,.4
031 4\ VASS\,
2t
1853 iQ . "
? c -
?G ? • t u -
-. 1 •. v
? ? 1
\ I
\ ?J
'A, VIZ
9 t.
Lo,
r - 0O fl ? . -
40
lo, 11 K's
All
{t}f` r? ?i / d f o`aGa/` J
/>
411 i Q' r tt ` ' V
?a•?
a
. cz,
ell
.11
?J r?-
•_` 1 (+ 3??-5 LL
-
W)
C
r
=`
(
c
./f
' c
r?
4-;A
l
_ -
,
3-DTvoQumb CoJ 1tit019"DdA=elxmo ok,M aN96 SomDub- USCS
i11WIR C. I.- t .1teM T.w:1. ?i n ++
_mi?cu.
J /q?2 u
+
14- I +I
M O
s
I
i
I
I
• i
i
f
i
I
i
I
I
C
°o°° Loo 000°0 0°0°0 o°o°0 M!P RAP
?Oloc
v TY°.
I
0
°
o _
t0n
?- Sn
X45° SKew
r
o -o? ` cfb
0 0i o
i•O o
0°0° I °
0
°
°°°a° 0
0
o
0
0
0
°o°o°
0
00 0
°
2
0 o c
0
0°/
0 0
0
11
°--° 00OC
NO C?
F -CT b&4? ?M0ck
a_T
U1' :?'?p R:c`1,t1n? CrglK
S:tee, I
-i ?
ONE
1 1
L - _- ? --
o `"
STONE E=RM W,
FAE;RIC COV=R
' - I
I 0
1 0 G a ?'_ ?: P? o. P
O?
I
F L,N
NOTES-
1 ; 11VSTALL TERP ' BERMS , T?N ER-r STREAM FLOW
$`{ PUMPI146 WATER ARaunD WORK AREA.
? PUMP CONTAINED AREA TO SILT SAG.
3. INSTAL I ; lP=
AND ®ACKFILL .
REM0VEE TEMPORARY DIV=_mE10N D=VIC=S.
'DRAWN -my:
cJJ?CT: Sit 1640 Moog C.o,
UT +rit'o ??c1?lanc} CfeeK
STREAM DIVERSION
NO SCAL=
S=?.T
2
Q1V--p A
J?C,?0 0.
I r? =/
0 -D 01,
PLAN
owe o.
'STD R C-?\Ic 8 C, 2.Q K
5 *te a
-=='
7 ?
tE LE ?'V TI O N
7- LL.D
r--
- ------------------ -
- `4a"
.
rya
?
ri-7i
r
4
r
! i 1
t i !I!I
- !•
17
cy 1 / on t?
i -L1;ir. 41 C!V''
?` :U C!V- S ^ _ CT ST=??41 r! C'?{J
CON !GN I. _ nti9
A.-2-R!C' LINED G;
Z ; =.,N=-D AREA TO SALT
!NSiAi Ir` AN"" cACK=(t i
?2aw? fiY: I
,A, I
r<?'!='-?? SR 110q6 Moore C
o.
C,eex
TernPerar?
???rat'st?r P'?pe
A N'D ? p?
VN r. r, 0-
k`
Q
Sc.,
J r.--
ST
n
STON- GE-M
?? .f? W/1
I
BERM I ' I \ 1
Jy
? i
O
- --------------------------------------- -
I
I ?
,
li i9-4p O`
e
4-
4
P
to po?
ee?
Oe
FNI,
R;P R qP
oQt;oA 4 a
I. INSTALL TEMpoRAE;`S BFRMS1 'DivFEQT STREAK V-LoN4
'Q`( °v•',p`•y:3 \„r.".T£R sRG:si?D WORK .?'REP?.
a FVMp CONTAINED ARE°A TO SILT BAG.
• INSTALL PIPFS ANA SACKFILL-
`?• REMOVE TEMPORARY DIVERSION OEvICES.
5P, I by d Moore. CO.
UT `nto R`c?•?ar+d Crpey
S : -}•? -fk oZ
195+00
s;+4z:-4 I
PROPOSED CROSSPPE'
STA/95+32
I v_ I1T x 77 _CSPA W/ HEADWALL
} SKEW
\ 1 \
TRIBUTARY
RICHLAND
CREEK
WOODS /
PROPOSED C
f STAW-1`65
2 m -x 91'
9a SKEW
N C 183E
-L-
FUNNEL. & l2'
NOTE: RIf
NOTE: NO
E IN B%"Sc
EL.= 101.42
1 -% 1- - -
EXISTING BRIDGE '61
APPROX.LOCATION
j
WOODS/BR /
? USH 1?'?
PP ? ??
Y.G.
/
EXISTING 8-C'C
E BRIDGE • 61 POD:
?f?E
TO.
200+00
R 0? QSED ,
MMENDED STRUCTURE • ?e. 3
5TA:200t25 L=
350' CORED : SLAB,.
99-SKEW r 1
CR GRADE EL=10335 \ - ? ;
P.C. STA.
200+84.29-L-
PROPOSED CROSSPIPE
WOODS
2: i?42' z sr C,SPA W% HEADWALL
sosKEw
FUNNEL & 12 DOWNSPOUT_ ?a
WOODS
WOODS CLASS II RIP RAP
t CLASS 1/ RIP RAP_
BED
BED'
T.B.M.
NOTE: RIP RAP -BANKS DISTURBED DURING CONSTRUCTION.
NOTE: NO DECK DRAINS OVER OPEN `WATER.`
/ WOODS
/\6P /
'XISTINc G.C.
'RIDGE • 61 O
WOODS
S _TBM
jf PPS`
i
rffin
44 tT
r7 F771
ow.
STATE`OF NORTH CAROLINA ?? 4 a - i!s r + `"?;7 68
AND S 614A- SR
DEPARTMENT OF TRANSPORTATION ?rtEru3
MICHAEL F. EASLEY
GOVERNOR
DIVISION OF HIGHWAYS
November 5, 2004
Richard K. Spencer
Regulatory Division
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402-1890
4,x20
Subject: Nationwide Permit #14 & 33
Regional General Permit # 31
SR-1640 Moore County
Project# 80063035 (DWQ Permit Fee $475)
LYNDO TIPPETT
SECRETARY
cc: Mr. Rob Ridings
NCDWQ
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Mr. Spencer.
The North Carolina Department of Transportation, Highway Division 8 is\requesting Nationwide
Permit Number(s) 14 & 33 and a RGP 31 for project 8C.063035 on SR 160 (Kelly Plantation Rd.) in Moore
County. The proposed project will replace an existing deficient bridge with a new bridge on a new alignment, and
two new pipe crossings in new locations also within that new alignment.
Site 1) lnsta1Mon of one l l'7"x 79"x 90'CMP (Site 2) Installation oftwo 142"x91"CMP
Site 3) Replace the existing bridge with a 3 at 50' Cored Slab Bridge.
The bridge is designed to completely span the channel with no stream impacts. We are requesting a RGP 31 to cover
any possible incidental activities related to bridge construction and demolition.
The total percentage of impervious surface within the project area will remain at less than 30%. The old roadbed will
be abandoned and seeded with grass. All erosion control devices will be appropriate to the location, and in
compliance with the current version of the NCDOT Best Management Practices manual There are no wetlands
HQW or ORW located within the project areas. All crossings are located on Richland Creek or its unnamed
tributaries. Richland Creek is a Class C stream in the Cape Fear River Basin.
Due to the amount of possible intermittent flow, dewatering may be required at sites 1&2. Construction will be done
under dry conditions whenever possible.
There were no threatened or endangered species observed within the project area during the
required minimum criteria check. All detours will be done off site using local state roads.
If you require any additional information, please contact me.
s' ly,
Art C. King
Division En ' Officer
Highway Division 8
cc: T.F. Welch PE
- Tim Johnson PE
PAYMENT
RECEIVED
P.O. Box 1067, ABERDEEN NORTH CAROLINA 28315
PHONE (910) 944-2344 FAX (910) 944-5623
-` L ., _.
? :°.
? /` r
\
-`?
r? ?'
??`
111 i
l/,
/i 1
?
' /
? ?`
O
a ? /
t ?
m ?
ni• ?
J
17
-. f I
' M„ A ?? r hew; ?J
end s
j. on
,_ ?
pq,
v
? ?rI
,fir ??..
,
' -= ?_J ";
{ II
1, J31,r --k, •?.? ?? ? 1 1?t _
?
?
N35'd26
5 - - - _ '
Ix.
?1 t / t
(
s
, ,- _ i `
i J
.?
lL
?' •
? 1 - ? ???
N35 26'. . 1 ue
,
?_ * 314'• ,
/ ,
?
\
?? l - 1 ?
t _
?" -
..
_ -?) (' r \ `
? ..7 y
\? i".
0
`
r I ?? ? I (' ? t
1? L-? <<
?. r - l ?? \ a ?`\\ c'-
• i r
' S ?
_, \\
? J
v , \ ? ,
?
- ..
?
•
515
N35`2
.. ..._
-_
_.
_ A .-:;
30 C-i
/-
N35 25'
N35° 245 ?' ? I
? r
l /./i
t r r I r
3-D TopoQuads Copyright 'V' 1999lleLorme Yarmouth, mE UaOyo source vats: uaw r----11000 ft kale: t : La,000 Detail: ia-U LaUHR: rvwa4
M:\hoed"Qy\Prp?\,QC0?Q?5_RDY_PSH_94.DGN
`4 p N I 5! r '
'. O. O O I O i vj n yt 0 .p ;° 1 w
N:h L.1
CD Z
I I ti a /I /
, r I I 1 i , O 6Y??A
?.1
m:b-hops
M. m
v.
TI" H I ?: I rm i u I ? pq
8
y X .4 O' _ i
> m
10 +
01
I {Iw yO:?N?111i1D0W??' rn /+?? i% I m Zl° ??I
' 1 1 + i n.n d {? n I IwD° w14 I Iw• j o?1? a = E
// // i?• O
.. D i o•P ._ i.: O) ia.A; Y I f.N O _O x ' -. L I w! i G
CA +
-jj
to ch
ZpOO
O
10 0
ZOO
0
,, i ? 1 i ! ' I I ? ? ? 30d
o 1. UP
u, Z'.
I' I i. I .' I ci iri n I •WC m N O t. •0 1
N t I ' j I I r'l o n z ?• O_ A 70 z Ob,,..
a
I n N OZ O
00
i. .. •? ,; 1 I .. ' I i ,! _ I .r a po _ _ FAQ ,u .'
c i_ I I i' I in r5 ti nm N I I
... .. I I' . H I ! I I ?. ' I I r., \ c `?u4O'U mm
D. 1 r_, ( I. I Z V •n C m 2 N rrt I
r m 1 { 1 ? \
I
10 a,
M? I l l f I \? \ o+ I'
I ! 1 „I \ \ aN i
W•
vo"
:.N
1 \
f (
I
1 I I t
N , I f I I W
I ? I ?•I I z
z,o.nA Pr O'
61D T I M
\ g
O . O x ?
G0Zt r ?. hll
L
! m
r-
A O m N O
+
V O O
_
Co O
1 O \
CJ
m m + \
\ u
2
m
47
A2
a
m
+ V
DE
+ `3
na,
?o
m?ylnr.
Kr
d N s l* 1
200 '
?e? onnNa? j
PC57o. 20/t;
-1
K
Mi
m
Irn
to
00
m
f 1
0 03
>o I \
a L4
I I !LN ro`I ?? I $ o? +ro \
-Fl wz
N I I .: ( o" t 205
C-
.?.o.? .; O J; ? ? ? .i ? .II ? o o s M ? ?' .• , '? ? ?? \
N ) AQ I .I + D O
v
ci: -n
C O
b En
10 -F
W. a am
I I I I? P
cn 1 I ? •
J qtl
7 _,A
POT57o. 206447.53
I m m s Rl M;i z, I € Z 0- o Now*
xA.
C'd
N p p p pill' p { i oo zs J? pn _
u•
Piz, F.
{n „
b ty t ?,
r fig
'?!:?J 2 p !1 A , I O
i , ! ??IVVVV t to F?i-N; tAl' ooF IG-r7in N N
0 4
00
i ++
o n'-
i
F
C A. .S
<
Y e m
3S g c
m
g