HomeMy WebLinkAbout20020443 Ver 1_Complete File_20020321
T
STATE OF NORTH CAROLINA = -?.._.-
i 1=TLAfms (rwn?
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 276 1 1-5202 LYNDO TIPPETT
GOVERNOR PHONE: 919-733-2520 SECRETARY
2002
March 15, 2002
Mrs. Jean Manuele
U. S. Army Corps of Engineers 020443
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #3 & #33
Pipe #2292 on SR 1848
Surry County, North Carolina
Project Number: 5.7452 (No DWQ Permit Fee Required)
Dear Mrs. Manuele:
The NC Department of Transportation is scheduled to replace Pipe 92292 on SR 1848 in Surry
County with a new pipe at the same location. No detour is proposed. The existing structure is a
40'x 72" CMP. The proposed new structure is a 50'x 72" CMP with a concrete headwall.
Miscellaneous rip-rap impacts will total 40 linear feet or less. New stream impacts = 50 In. feet.
Please note that there is a significant amount of riparian disturbance at this site (see attached
photos). Most of this disturbance falls well beyond DOT's right-of-way limits. DOT forces did
not conduct this activity. Photo #2 illustrates the current pipe as perched on the outlet end. We
will correct this deficiency at the time of construction.
The replacement of the deteriorating pipe with the proposed new pipe will require temporary
dewatering. An impervious sandbag dice will be constructed approximately 20 feet upstream of
the existing culvert to create a small pool. Clean water will temporarily be pumped around the
construction area and will be discharged into a buffer area located approximately 90 feet
downstream of the sandbag dike. Any dirty water located inside the construction area will be
pumped into a silt bag. The dewatered area will total approximately 360 square feet or 0.008
acres. Once the new structure is in place, the impervious dike will be removed and
preconstruction streambed elevations will be restored.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE (336) 667-9111 FAx (336) 667-4549
Mrs. Jean Manuele
Pipe #2292 on SR 1848, Surry
Page 2
March 15, 2002
Construction of this project will necessitate impacts to waters of the United States in the Yadkin
River Basin. The pipe in question carries an unnamed tributary to Big Creek (Class: C). The
Division 11 Environmental Officer reviewed this project for the presence of threatened and
endangered species on March 14, 2002. The subject project has been determined to have no
effect on any federally listed endangered plant or animal species. Historic compliance work will
be scheduled and concurrence with the State Historic Preservation Office will be obtained if
required.
Since this is an existing pipe, the modifications proposed in this application should not remove or
degrade existing water quality uses. By utilizing the erosion control measures outlined in the
attachments to this application, downstream water quality standards will be protected.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
7?
J47/-ez-
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (2 copies)
R. C. McCann, PE, Division Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer
.-O
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 02 0 443
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: NW #3 & NW #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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina. Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro NC 28659
Telephone Number: (336) 903-9236 Fax Number: (336) 903-9239
E-mail Address: hslaughter(a dot.state.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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Dtartment of Transportation
Mailing Address: P O Box 250, North Wilkesboro NC 28659
Telephone Number: (336) 903-9236 Fax Number: (336) 903-9239
E-mail Address: hslaughter@dot-state,ne.us
Page 3 of 12
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: Pipe #2292 on SR 1848
2. T.I.P. Project Number or State Project Number (NCDOT Only): 5.7452
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Surry Nearest Town: Mt. Airy
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Mt. Airy. travel east on NC
103 Turn right onto SR 1787 Turn left on SR 1788. The pipe is on SR 1848 near its
intersection with SR 1788.
5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 546161E 4041343N
(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:
Residential/Farm
7. Property size (acres): Approximately 0.03 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UT of Big Creek (Class: C)
9. River Basin: Yadkin
(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/mgps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Upgrade existing stream crossing.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe and dump
trucks.
12. Describe the land use in the vicinity of this project: Residential/Farm
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 additional permit requests anticipated for this project in the future? 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.
Page 5 of 12
1. Wetland Impacts
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***
N/A
* List each impact separately and identify temporary impacts. Impacts mclude, but are not limited to: mechanized cieanng, graamg, un,
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 httu://www.fem&gov.
*** 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 acres
Total area of wetland impact proposed: 0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average
Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
Pipe # 2292 Pipe
Replacement 10 feet UT of Big Creek 4 feet Perennial
Pipe # 2292 Temporary
Dewatering 90 linear
feet or 360
square feet
UT of Big Creek
4 feet
Perennial
Miscellaneous
Pipe # 2292 rip-rap
placement for 40 feet or
less UT of Big Creek 4 feet Perennial
stabilization
* List each impact separately and identify temporary impacts. Impacts mclude, 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-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
www.usgs.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.MMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 501n. ft. of new permanent impacts.
Page 6 of 12
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 ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A
* List each impact separately and identity temporary impacts. impacts mciuae, out are not nnuteu w: un, ux avtuiun, tkedv ag,
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): ? 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.
The existing pipe must be replaced due to its condition The replacement hive length will be the
minimum needed to create a safe crossing By utilizing the erosion control measures as shown in
the attached drawings adverse impacts to streams in the area will be minimized.
Page 7 of 12
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.
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
http://h2o.enr.state.nc.us/newetlands/strm ig de.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
Page 8 of 12
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 htw://h2o.enr.state.nc.us/wn)/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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 (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
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 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:
Page 9 of 12
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* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; "Lone 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.
XI. 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.
All appropriate best management practices for sediment and erosion control will be
implemented during construction.
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.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
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).
Applicant/Agenfs Signature d Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain
Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: (919) 876-8441 Davidson Guilford Person Warren
Fax: (919) 876-5283 Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: (252) 975-1616 Chowan Hertford Pasquotank
Fax: (252) 975-1399 Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: (910) 251-4511 Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
"Croatan National Forest Only
Page 11 of 12
17 107235
• J 11 ` ! S-A r ` `?cr 179] }c??
rs u/
I ? at•\ o. C\t•T
S•rye -,?.Q (??` 49 ` 179:
1-.1_ iFi O $OIM fuNINC.) SE :l.~' I]9I h \.$ 179t a
32 al9 .. 221 . P. 1,373
.6 1795
Ea 7.1 I -
` • ? a 332 ' f '°?s a•T, ` :.?:?< ..; ? T. AIRY ti. F1Sti y 17e7 e 1448 •° y-eo •v S ? ' S 1_a
ev9 4 ': / /
92 P.6,86 ' ' lw4
J I?? Iex4 F/ ?o ?y / 1?ea 70v 1790 .v -1
!a 1628 Boy. 9 ' nob
'J S ? - •FAS YLY' G 2289 ••
)2 3 / a ?} e7 lee (] Y.2
N i:. \ 2284 178 1 0 '21 9l
- u],? P'In. 1671 '? •v° 1]es ?
/ Ridg H ° . 88 UiROC1C \0 4T. ?1 Wood- -+b 799 ?• i
.4 I 691 F J - (s _ 3 4,5, Il01 Age
J •? •, DNIN?I j? • .45 •. -- .. 17
-; H14
pi4 S FA - t. ,92 J 89 FF'S 1907 'As •? ..9 Sl Cr.
pp :I ,v ,7 r. 1e :
lOp 14sa - •! ° _
']v .z P O IIII?F??.AFNNS???t ,3 ?° FAS _ ?' ve7 \?•leo6 .a `•.``,' 1862. 31
!d( r o Sheiron - j
x2,329/ 2280 1898 o 21 \ )ti 1 le-?x .7
"iM •9u h °'/O?iM(I :f: -•?.: Twm 22.22 a: .1 2 1808
I _ ANNERIOW 4? I 0 ?? 1.7 1804 89
^` ne t
Iv7 `I .p ? ? ws, c°"R+cl leis •J - :?:?
1 ^? L >_ s2 \ F. loos •I
`, 1.0 ?? ;Ill ! 7 P. 1.029 1815 P?OO IeOt .?O I ,?
'6 lalb 1ti Westfield 1FA 89
j H LLY VIEW
t AP ?.; P I • ?- I
V / FORE?T-HIGHLAND
?S
ARK
~ t4? r I tr 19422 P23?
- FAP \ 1UMNG.1 ? ? Wm9' ,? < 1818 - ' lets o 'f
3356 \- POP, I,6a7 Q1 1 JS ,} 1814 N`% ;
° ? 1 ?. 2282 J., I??Iu???{ v ? F°'t\' ? _1 - 1.11/ 1,.. -yio•.? IIo
1 3lL / o? / ?G C ( I f C? .2223 1e1s ee
1 ? elz C.
v t Mf. Ai ?? s 1
?y .91 I whirs •`? S rrr ^ \ 'a ; ti, } \
,(/ '\ 1oe 001 ... \ /
'.:? a '? `. F<3 Ploieu Airport Ie7i Ie74 1!333 y
.I 2.5 333 14122 b \ ,?? 30
1. ? 1 TQ ? 377 ? `Iex] 823 1809 IB]I ,le .(
'at]/ , 'o• ; ., /? 1690 .2{.I .1012
,' 1\ I 3i s s e7e 1601 ,26 I 33
?2 8i K, S nom' ° % ; lq " o1?
2207 22091` "O \ 70__7 i ..15 'O ?$]S p
;]? 5•' •;\`. 'y,P ?NF '\ "\ /?117d• .,1]114 4813 :.C .Q 1 b
?
,? XS 3££ a 2?2^16 j ? -' xo a y'P? ?! 7x19}% 7 Iel2 . lelx
,? .. 7 y 3,? 128- 2626 T 1.229 1.122 y
1 =Y %! 1 a 2203 \??"?"'? , 163 .T 5
-? >• tURN9r .'y 2026N b 121 7011 C' o I •;w 1412 I -
59 J .29
300__ 29? 2~€ 7.79 n ~., X 6t^ ' ; cr. 219
p
F!•1 .? :Y ". 7215_ Y 7079 g •-:1( ? ( iQ ` 1813 7• ?..OYpD?\
9 ? . b2^ba? 20]0 / E ?91j ,'.- r?2p[n? ri_-C158 ? v•'' nl 19422 e 156 ?2'9 44
22217, TOTT::' 1 16 v/ IG.7-- Q
eYr.< :118 KNOB `- --0 .\ "?l • 4 201. . _! ArprOf '?]U/_ J ti 7174.2 " t?
601 1 2216 I ? ?? 712 1
_ .. 2C 701 ] 1 v
i ..: ' 12,. ' a 'Pc H'• /?f,- ' 4'• .? i Dieo) , 'eo9 1ev 102
h 330 ,118 rzos ,'.r:7o1 f 220] 4' x0x4 9 ?• 701 74x7. w7 w.r 710]' < v -?( 05 \
b /0 71_7 I ? e J
71 / PILOT MOUNTAIN
- • :-'I \, f/3 9 b 10]2 A h Hill \ I1 q
} (1 ^ro?. _ POP, 1,090
720 IC]7 ?? ~! ' • :t
104]
707eV r 9 J I \- I - .•,`' .a IFAS 268 TO
27 221] c 61? b _ 2 20]] x•]0]4 2019 1 U G 3 ` j 7 ,
\.\ 1I1100
1"'? x714 220. 1 '034 1 l 135
2024
n?? I 7279 \\ 2212 i/3 ' 70,7 345'
`^? ; , \\?ira u ?' I 1 `•• , 71 2?9] 20]9 - ?-, \ \, C?? r ?/ t -
\ 127. y? f I 0 :70] H `20]3 .1 uH . 7
3 J C5 s¢ 71]2 'a <
?. '7 9 71741 138 26 14
2 9
601I _Zx7?: 11x1 326:• .1 C77 ? p/ 2090 220]6' 70 .) } $
?Gh`LL\a N N 7077 / 20.0.-. 20
\ \ t 7 •; a 1 41\re9 ` .n : a M1 a Le \ b '
329 1
144 - , 2761 ' 11 ? 0 2200 13 \3
•-103.. . 'D 2946 ./ : 70.7 / 2034 277
203
L0 N 208 1
` 22x4 a 2221 16 ?- \,-• PCross.l .g 20]7 7 \ .} 7096 3 208] I ZDas ?76 Q?\ .') 2018 •' SS?J S 48
lT2 v .7 .4 6 i FAS .2 R?Le 10ss ' Y P139 ?S 5
FA$ ?? ? ?
a Cre<?S ;1 e/S /? •o' ?,?`I 22x8 \ OOOI ,2090 7036 .. "' ,?r los]- q 7
34 .) 227 .6 .6 22]x7 .? 1 I.0 2059.5 `? 'G: PILOT 20 .
720 268 .7 2277 bin
M '.Ln lose ELEMYT1,6e0 C44
6 :y 4in? Ca Cr.? 7148 3t
,• .Q 1226 3194 ?/ ;. 2 8e '.N .y •2038 157 140 8
2.Z4 •2137 7086
.a .. x221 22x9 7o a ??• 2o I.
66 C opelan H 2 2?
r r?-:1 Ina ` / 7 2441 .6
7776 e 2]23 ?`127s ?`• l 'J' .d \? IO 1 bi '6 ?x 7x ° u •? P J oa ?I } o b 3 ] 4 2037 447'0 ! '0 ' ?pG 24431r '
?' S2
/I 141 , r o
22ol .11 A / P348 J , 57 ° 50 2001 b
164 Sla^/ 6 , .] / e I S A 'O m79.7 \• i 29.9 ? I 000 24! 4!
2x .
?71 ?? 1G1v. 22» 2078 / i xou 7 2r? -
"Q v 2082 a \ ! y 34!
- - -i (.U 324 70 t.6
1 2245; 7 .9
` 2]]I ??'• 22x1 1 n 7? y 't !? ?F ? 53 x081 •? x094 1 ? '2
2-37_ t.9 ? P\ /, a ' .?I F•• 152 \ 200 2441 5 z ae 324?J T
•? C349 C9ndi f ? 52 ' ?0?9 a ' D ? ?Z.v 79.7
.a 2 y ' 2 ] 1 8 _ 142 7065
266 162 /T 7x79 2.9 Sloom' 975 5977, 200 .2
J J ' IO7e \?' ! '6
lobe I
72]7 g ~ IS]G ]1 OxWH 2067
°yF >IF 519419 a '146
72711
1210 ' 19 2 2975 \
wI WA] `?? 207] 1
Rockford
r Y.4DKIN 2:L7, :ox F.
?P16 c Id4. r - _,
?i t -N 1J J^i
1 V?1VL,Vi1V - l i1V - VV v 1 vYvbawYauv --t,
--a-----
.com
Target is UTM 17 546161E 4041343N - CLAUDVILLE quad (Quad Infol
5?
f: f•
ie, .0
i
http://www.topozone.com/print.asp?z=17&n=4041343&e=546161 &s=25 3/15/02
0 5w 1000 1500 2000
meters I - ' - t - '
miles 0 0.5 1.0
CULVERT CONSTRUCTION SEQUENCE
LPLACE PROPER EROSION CONTROL DEVICES
(SILT BASINS, TEMP. DIVERSION, SILT FENCE ECT.)
2.CONSTRUCT IMPERVIOUS DIKE UP STREAM TO
CREATE SMALL POOL (DO NOT DIG A HOLE) SO
WATER CAN BE PUMPED AROUND CONSTRUCTION
AREA DOWN STREAM. (THIS WILL BE CLEAN WATER)
ANY UNCLEAN WATER FROM INSIDE CONSTRUCTION
AREA WILL BE PUMPED INTO A SILT BAG.
3. TAKE OUT EXISTING PIPE
4.CONSTRUCT PIPE
5.REMOVE IMPERVIOUS DIKE
6.COMPLETE ROADWAY (THIS INCLUDES SEEDING
AND MULCHING)
00
rl-
Of
N
(D
F-
W
n
n
n-
W W
W >
O
U J
Z J
W
U) W
x O
W
LL-
(D
W
J
Z
J
J
a
0
Q
W
S
z
O
Q
W
J
mco
rn?
w
A
V
Q
W
U
Q
w
N
w
a
W
m
Q
W
N
U
z
O_
Q
U
W
N
N
a
J
U
r,r
W
F-
Q
W
Of
U
0
W
0
z
w
O
U
wQ
?CL
W U
O
O
3;: Ln
W
>x
H N
W ~
J ?
z_
III
w
w
O
J
J
W
W
O
D
M
M
? J
? J
Q
O
H 0
a
w
S
W
H
w
U
Z
O
U
r,
0
ti
N
O
I-
w
O
Ln
N
0
N
CLQ
O ?? O
Z0? ?
?Zo CO)
A
W
U
a
LL
Of
Z
U)
W
F-
Q
O
J
W
CO
\ - W
D Cl)
o a?
W -? Q
CC) W
W
n- F-
a w Vn
w
F-
V)
w
? U
O
N h
z?
O
W
aN??e
J ON~? CO
U
Q ?
? O
w as A
-7 to)
\ w
w
m z \
Q 1 z
V) \ o
'awl'
I'
1 ?
'I
'I
1 ,
J
N
TopoZone - The Web's Topographic Map Page 1 of 2
OzO Isom
Target is UTM 17 546161E 4041343N - CLAUDVILLE quad [Quad Infol
miles
http://www.topozone.com/print.asp?z--17&n=4041343&e=546161&s=25 3/15/02
0 500 1000 1500 2000
meters, 1 ! _ ' , „
1.
3
5.
2.
4.
6.
Photo #1- Inlet view of Pipe #2292 on SR 1848, Surry County.
120443
Photo #2 - Outlet end of Pipe #2292 on SR 1848, Surry County.
Photos 3 - 6 - Preconstruction riparian disturbance. Please note that most of this disturbance falls
outside of DOT's right-of-way. DOT forces did not conduct this activity.
.. AA7E o?
?s
0 2 0 4 4 3
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 276 1 1-5202 LYNDO TIPPETT
GovERNOR PHONE: 919-733-2520 SECRETARY
March 15, 2002
Mrs. Jean Manuele
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit 93 & 933
Pipe #2292 on SR 1848
Surry County, North Carolina
Project Number: 5.7452 (No DWQ Permit Fee Required)
Dear Mrs. Manuele:
The NC Department of Transportation is scheduled to replace Pipe #2292 on SR 1848 in Surry
County with a new pipe at the same location. No detour is proposed. The existing structure is a
40'x 72" CMP. The proposed new structure is a 50'x 72" CMP with a concrete headwall.
Miscellaneous rip-rap impacts will total 40 linear feet or less. New stream impacts = 501n. feet.
Please note that there is a significant amount of riparian disturbance at this site (see attached
photos). Most of this disturbance falls well beyond DOT's right-of-way limits. DOT forces did
not conduct this activity. Photo #2 illustrates the current pipe as perched on the outlet end. We
will correct this deficiency at the time of construction.
The replacement of the deteriorating pipe with the proposed new pipe will require temporary
dewatering. An impervious sandbag dice will be constructed approximately 20 feet upstream of
the existing culvert to create a small pool. Clean water will temporarily be pumped around the
construction area and will be discharged into a buffer area located approximately 90 feet
downstream of the sandbag dilce. Any dirty water located inside the construction area will be
pumped into a silt bag. The dewatered area will total approximately 360 square feet or 0.008
acres. Once the new structure is in place, the impervious ddce will be removed and
preconstruction streambed elevations will be restored.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE (336)667-9111 FAx (336)667-4549
Mrs. Jean Manuele
Pipe #2292 on SR 1848, Surry
Page 2
March 15, 2002
Construction of this project will necessitate impacts to waters of the United States in the Yadkin
River Basin. The pipe in question carries an unnamed tributary to Big Creek (Class: C). The
Division 11 Environmental Officer reviewed this project for the presence of threatened and
endangered species on March 14, 2002. The subject project has been determined to have no
effect on any federally listed endangered plant or animal species. Historic compliance work will
be scheduled and concurrence with the State Historic Preservation Office will be obtained if
required.
Since this is an existing pipe, the modifications proposed in this application should not remove or
degrade existing water quality uses. By utilizing the erosion control measures outlined in the
attachments to this application, downstream water quality standards will be protected.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
We would lice to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
;70
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, WesternPiedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (2 copies)
R. C. McCann, PE, Division Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer
Office Use Only: Form Version April 2001
USACE Action ID "No. DWQ No. 0 2 0 4 4 3
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
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: NW #3 & NW #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: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro NC 28659
Telephone Number: (336) 903-9236 Fax Number: (336) 903-9239
E-mail Address: hslau hter dot.state.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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro, NC 28659
Telephone Number: (336) 903-9236 Fax Number: (336) 903-9239
E-mail Address: hslgWhter@dot.state.nc.us
Page 3 of 12
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: Pipe #2292 on SR 1848
2. T.I.P. Project Number or State Project Number (NCDOT Only): 5.7452
3. Property Identification Number (Tax PIN): N/A
4. Location
County: &M Nearest Town: Mt. Airy
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Mt. Airy, travel east on NC
103 Turn right onto SR 1787. Turn left on SR 1788. The pipe is on SR 1848 near its
intersection with SR 1788.
5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 546161E 4041343N
(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:
Residential/Farm
7. Property size (acres): Approximated 0.03 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UT of Big Creek (Class: C)
9. River Basin: Yadkin
(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 4 of 12
10. Describe the purpose of the proposed work: UpgLqde existing stream crossing.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe and dump
trucks.
12. Describe the land use in the vicinity of this project: Residential/Farm
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 additional permit requests anticipated for this project in the future? 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.
paae 5 of 12
1. Wetland Impacts
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***
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleanng, grading, nti,
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 http://www.fema.gov.
*** 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 acres
Total area of wetland impact proposed: 0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on map)
( p)
Type of Impact* Length of
Impact
(I feet)
Stream Name** Average
Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
Pipe # 2292 Pipe
Replacement 10 feet UT of Big Creek 4 feet Perennial
Pipe # 2292 Temporary
Dewatering 90 linear
feet or 360
square feet
UT of Big Creek
4 feet
Perennial
Pipe # 2292 Miscellaneous
rip-rap
placement for
stabilization
40 feet or
less
UT of Big Creek
4 feet
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-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
www.usgs.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.co
www.magquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50 In. ft. of new permanent impacts.
Page 6 of 12
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 ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, 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): ? 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.
The existing pipe must be replaced due to its condition The replacement pipe length will be the
minimum needed to create a safe crossing By utilizing the erosion control measures as shown in
the attached drawings adverse impacts to streams in the area will be minimized.
Page 7 of 12
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.
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
http://h2o.enr.state.nc.us/ncwetlands/strrnizide.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
Page 8 of 12
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 bqp://h2o.enr.state.nc.us/wrp/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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 (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
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 V
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
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* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 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.
XI. 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.
All gppropriate best management practices for sediment and erosion control will be
implemented during construction
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.
N/A
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No Z
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
X [V. 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/Agent's Signature d Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain
Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: (919) 876-8441 Davidson Guilford Person Warren
Fax: (919) 876-5283 Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: (252) 975-1616 Chowan Hertford Pasquotank
Fax: (252) 975-1399 Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: (910) 251-4511 Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
104
U` 107
_ 235
Jl '' 1 SuI r 1 I Ar?4 1?.--?
Ie 7
e
's y ? pill a Gt
^i ? Springs r I°40 t7oz
d
SALEM 9 `
w
? v 16 i leia a. a ? Sole NPIn+C.I la ¢ ? .i a? 4q1 ° ?.6 n91 1114 t793
32 ale .! 631 221 ??. 1P. 1.171 1
PS rv .b 1791 .a
` 1.1 1+. ''' 1 s•?. :.vs?:?i T. AIRY q. F y ne7e le. .a yls9 .D S .S 17?9a
e99llrr` ?'?' '-• ? // P,6,86 -? I79a '2
a16I! 92 . {? < \??Y, / 1716 r 789 1790 'p
1+93 b 3a17?_ ?d\ '? , 7 E Y I Ilve
<O 1628 eOT. / [J ' 2 9
)2 ? 31 ? / a ??. t7 lee 1 3.11
\ Pe4 ?• a `\,? ? B n8. n ` a• 7 3 .4
nee neb a Ve ' m .1 H 197
/ -R''idl!g 8 0 L 88 LAi ROCK; 'r wood- ~,1 799 '
.4 's. 897 F `?^A J? s -- Ville 1e01 279 I
. ? A$ a Ut8PK1 T? ? ?' Y I7
Jd
o lags I FA.9 :I P. .92 ??c 89 F!'' 180] /.p FAS '? ..j ??` leglg Ct.
108.
` N
+ 1 ' A$ I ? ? :.: ?. 90 FAS ?7 176] \^Ie06 31
]9 r D
?" ??. ? rf Shelron y i? 1?ao 1601 o 21 y ? 1e_?] )
1,719 •.?•,
FAr "` "ililfli ` Town nee ° : U .I ? leoa
j) 1801 89
,:Y - ANNERTOW 0 1004
117 17. less '.7 ;'? ;u
1.0 is e t 1805
•I 1 ,' to ° i 2' .6 '6 1e1e 18011 Westfield Z f 89
H LLY VIEW lell
8 _I
V \ FORE$T-HIOHLAN_ ql r? _ F AP Il AI AUNINC.1 I WW' I`• a 1619 I1611
1156 1 'POI. 1,647 I L \` - :? .7 1914 `1911 M1 .'1 0
Iw`II?,pU6 IIW ? / a
° r / !' J 1 / IlyUlf???f Sty' ?` Cl. --'• • 1110
I 7 ?. 'IU i ? Q ,?lll ??,E ex]I
1 1815 "`?alz
^,I ` I -eek
1 Mt Ai I i • b `
8{
ry `> \ .' : y }'?
6011 I White ? Suf
79 J Air
Phan Port 1e2? lei. 18131 -3 0 1?
.r 53 11 U6 b'Q :?/ ) :9]2 '1822 921 Ifi09 1931 183
'I
878 F I M1 'l'' let _Z
•2/ : 3.i a / 16 1601126 .4
11833
3+t-_: 2 81 cr K, - 11 -o ? ? eon •:?15 <o 03 a ui
S zIOZ .? =o ??Fi .( JIIxd9 271 19x5 ' IC 'J '? 6
4
42 a 113 1
5 (flKs O / %- . "J ' 2028 1063 I i9 1815 1p I9?xl 57
'i' :.r57 \ 3Ti ., / 12aj 2207
?:?. 1112
2026 i ,
Cr. Ng b 13 2012 929 59 MTN. 30 2 01;1
L1111 r 19
2259 28 ! 2 17
F>`S .4 2215 2029 O ' 1?01 1605 ??\ -?
x017 Fla( I ^ "?M9 ?° ?? 1913 "p9uaoi
=,s. 2070 ' 2027 1291 0158 a ., „ 1561 B 44
=2?7 TOTT \ 16 -'
6TI.? 221° KNOB :2_O v ` ?rvY 2028 `. ' AiPrOt Fri J 1' =121.1'
601 1 3211 I \. ') .NH ... 1{x121 20y.x01= .Q .y IO2
1 9 1819 .18 7
7 330 03
, 05 ;
118 =201 '_?': 201 Y x0_/ 7s b ,?, x02 /xOx=-W(w.v =1 ?' - ,
1127 ' =toy . :oat' \ ,.0 4 .a 20x2 W? / < r - PILOT MOUNTAIN
:'?`y?:.• i? 1, FAS 9 \ 6 2013 7 .Q C, Alh Hill POP, 1,090
:IOa ?, b \ 1 7 ` 20q 2025
2071 a 2038 4 ^ r_, .9 1 ?/ I >`>`' t?s IFAS 268
\ it ... TO
0=17 c a '' A 2 2021 h.M x021 =019
2211 =?06 O. L 2 34 14 I.a `I?35 .. .a 2011 ^` \?. ij20242 ' `
45
\ I 7 2212 9 10p]_'F J ) .) ? 1 7:' ?.F
V I 2718
-7 \ I I `' 6 . 2I 3 2013 / :039 Aii
\ 7227 / .yf :207 B .I u .7 8 2039
-- .CS \ 8ea? 2?Oy ) 20]5 213] .'ct. . 134y 1.
3 138 ,
601( 7727. 2222 326 037 , P, 1090 2076` x07 ,? 2011 ? 268
2 148
i ? - \ h`LL`t / I04o ? ? J ••'a ? =ou _. 2018 L6 \ b
_ .9 2]09 ?? N N 2037 ?1 / t \069
101 1x82 ,] 2x22 O x200 13 1? 'D2038 / Sxi D T. 2o!a 277 ?2830
?7 2os6 17 5 2,05
222. o. 2721 ? Level 2037 ?' S 12011 276 Q` 55 !'7 v
16 cross ,Z ? ? ? IOe6 2097 9 20q
" -TT2 b 3 .7 a l 6'3 FAS .2 2101 R?'YGR^ ,?-\ 2a1J,' PI39 ?S
Creek .7 fjS / 1100 s }\\ F.2. R 2086 7
2]Se ,, 227 .6 6 2227'1 N j 0 2059.5 `2 'C,1 P0.0T = J
1717 268 7 22x7 MTN, '?)1
•, a -Z242%a I z °8 ',`\, S.Finrv Cabin Cr. 7118 2078 ? ELEV. 2,1,0 4 4 J6
677
.Q 1223 40 8
` .a 2x56 -/71/ ?J3Z
.1 .`. a ." 66 x771£ '( 2239 .? ?!' 2oae x066 ?` 9y ? ° 10638 7 1061 ` ,6
223. x:Jl
C-Pelandi f ?•.? ' \I L
/ 2726 ,q 2211 ?Sxls 1 '4 171' "8 .6 .5 2014 x0 7 9r 7060 .9
22 zm .] vim/
226 ? ? , '? 1 00 o lq r N ?. ? 7 "' 344.31
,
.7 2209 `P P348 ., .1 47n X141 F- 52
;!; 17
164 S 2087 200
2038 I 1080 •? ;'w', I 200
O,
2733 i J KngNI°"'' 2 qq I 3331 7f 2067 32
2082 ' 1.0 • " •? 34! 1.4 3?3
..? 1.0 22]6 230 `-\ 7 .9
'Y. 2272 2246 .1
1778 2221 1 fn w v ?, ,, m? y 53 2061 \ 1079 ?4 5 ! -
1i:; / 2089
n? „ C349 canA1 152 4 s'' "?I
.4 'B a i .D 2067 142 1
N ' 1161 38 2070 x065
2 c 6 1232 / ' ` 1230 Siloc" 2075 2q7 3 ? . ,11 '
16 1"62 J' s
=z3c 0 2076
J 3Ln( zxll 'B ?- ,t 7.9 71 xol 2067 oea
'?2!' A ' / - ,'?'' `?• Oc+F P? '?ERti" s;;ocl9; '146 C^
°A ' 192 IO]S zo77 1
RAILWAY q 1
Rockford 1 1?7a \ 2012
Y.4 DKIN
= - t- - -
??. ? Ff^,RSY
- --a- - -- -
Tman com
monow,
Target is UTM 17 546161E 4041343N - CLAUDVILLE quad rQuad Infol
J N?
t41;_ 1
r
/.. 4
0
a
hnp://www.topozone.com/print.asp?z=17&n=4041343&e=546161&s=25 3/15/02
0 500 1000 1500 2000
meters 1 - , - - I -
0 0.5 1.0
miles
t
CULVERT CONSTRUCTION SEQUENCE
LPLACE PROPER EROSION CONTROL DEVICES
(SILT BASINS, TEMP. DIVERSION, SILT FENCE ECT.)
2.CONSTRUCT IMPERVIOUS DIKE UP STREAM TO
CREATE SMALL POOL (DO NOT DIG A HOLE) SO
WATER CAN BE PUMPED AROUND CONSTRUCTION
AREA DOWN STREAM. (THIS WILL BE CLEAN WATER)
ANY UNCLEAN WATER FROM INSIDE CONSTRUCTION
AREA WILL BE PUMPED INTO A SILT BAG.
3. TAKE OUT EXISTING PIPE
4.CONSTRUCT PIPE
5.REMOVE IMPERVIOUS DIKE
6.COMPLETE ROADWAY (THIS INCLUDES SEEDING
AND MULCHING)
J
J
m
00 a
- o
a
w
N
O ?-
Z
O
W Ln
W Q
W :2
rr W
W W J
w > (n
0 p7
n
J ?
U
Z
_ LL
V) LL.
X O ?
W ?
Ln
L
0
? O
W
S
w
J
z
c
00
r-
rr
Ln
O
F-
W
O
Ln
N
A
W
U
Q
W
Z
rr,
W
I-
a
w
m
a
w
F-
L/1)
U
z
0
Q
U_
w
N
Q
J
U
W
a
w
U
0
W
0
z
W
O
U
wQ
Cl? CL
WU
o,
?g-o
w
>x
N
w
J ?
Z -
M
M
N
O
H
W
w
W
w
O
J
J
w
LO
?n
IZ:
O
H
Z
ti
Zo ?
e
? .4 Q 14
ai
A
J
J
Q
p W
Q U
W Q
= W
W
N
w
Of
U W
Z I-
O Q
U
o?
Oo ' Q
w
V
Q
O W
Of
. t-
N
W
O
Ln
N
3-
O
J
w
m
- W
p]
a?
J Q
W W
W "
CL N
W
w
? V
za
0
N ?+
a
N
z?
O
Oy ? C)
? n
00
I
i N I
o \ cn
z '
D
z
Co
m \ , D
1 C-)
_ (n
m r
D
o
D
r